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| issue date = 11/30/1987
| issue date = 11/30/1987
| title = Rev 1 to Susquehanna Unit 2 Cycle 3 Reload Analysis Design & Safety Analyses.
| title = Rev 1 to Susquehanna Unit 2 Cycle 3 Reload Analysis Design & Safety Analyses.
| author name = WHITE J A
| author name = White J
| author affiliation = ADVANCED MEDICAL SYSTEMS, INC.
| author affiliation = ADVANCED MEDICAL SYSTEMS, INC.
| addressee name =  
| addressee name =  
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=Text=
=Text=
{{#Wiki_filter:ANF-87-126REVIStON1AD~MHCSDo HUCIt.EAR FUSMCORPORATION SUSQUEHANNA UNIT2CYCLE3RELOADANALYSISDESIGNANDSAFETYANALYSES.
{{#Wiki_filter:ANF-87-1 26 REVIStON  1 AD~MHCSDo HUCIt.EARFUSM CORPORATION SUSQUEHANNA UNIT 2 CYCLE 3 RELOAD ANALYSIS DESIGN AND SAFETY ANALYSES.
NOVEMBER198787i2310i58 87i223PORADOCK0500058]~ANAFFII.IATE OFKRAFTWERKUNIONQ~KRU ADVANCEDNUCLEARFUELSCORPORATION ANF-87-126 Revision1IssueDate:11/25/87SUSQUEHANNA UNIT2CYCLE3RELOADANALYSISDesignandSafetyAnalysesPreparedBy:J.A.WhiteBWRSafetyAnalysisLicensing andSafetyEngineering FuelEngineering andTechnical ServicesAIIAFFILIATE OFKRAFTWERK UNIONQxsvu CUSTOMERDISCLAIMER IMPORTANT NOTICEREGARDING CONTENTSANDUSEOFTHISDOCUMENTPLEASEREADCAREFULLY AdvancedNuclearFuelsCorporation's warranties andrepresentations con-cemingthesubjectmatterofthisdocumentarethosesetforthintheAgreement betweenAdvancedNuclearFuelsCorporation andtheCustomerpursuanttowhichthisdocumentisissued.Accordingly, exceptasotherwise expressly pro-videdInsuchAgreement, neitherAdvancedNuclearFuelsCorporation noranypersonactingonitsbehalfmakesanywarrantyorrepresentation, expressed orimplied,withrespecttotheaccuracy, completeness, orusefulness oftheinfor-mationcontained Inthisdocument, orthattheuseofanyinformation, apparatus, methodorprocessdisclosed lnthisdocumentwillnotinfringeprivately ownedrights:orassumesanyliabilities withrespecttotheuseofanyinformation, ap-paratus,methodorprocessdisclosed inthisdocument.
NOVEMBER 1987 ANAFFII.IATEOF KRAFTWERK UNION Q~ KRU 87i2310i58 87i223 0500058]
Theinformation contained hereinisforthesoleuseofCustomer.
ADOCK POR                ~
InordertoavoidImpairment ofrightsofAdvancedNuclearFuelsCorporation inpatentsorinventions whichmaybeincludedintheinformation contained inthisdocument, therecipient, byitsacceptance ofthisdocument, agreesnottopublishormakepublicuse(inthepatentuseoftheterm)ofsuchinformation untilsoauthorized inwritingbyAdvancedNuclearFuelsCorporation oruntilaftersix(6)monthsfollowing termination orexpiration oftheaforesaid Agreement andanyextension thereof,unlessotherwise expressly providedintheAgreement.
NorightsorlicensesInortoanypatentsareimpliedbythefurnishing ofthisdocu-ment.XNNFF00.765(1 ANF-87-126 Revision1TABLEOFCONTENTSSection1.02.0PacaeINTRODUCTION.
~..............,....,................................
1FUELMECHANICAL DESIGNANALYSIS...................................
23.03.23.2.13.2.33.2.5THERMALHYDRAULIC DESIGNANALYSIS..............
~..................
3HydraulicCharacteri zation........................................
3HydraulicCompatibility...........................................
3FuelCenterline Temperature.......................................
3BypassFlowe~~~~~~~~~~~~~~~~~~~~~~~~\~~~~~~~~~~~~~~~~~~~~~~~~~~~~33.33.3.13.3.2.3.34.0MCPRFuelCladdingIntegrity SafetyLimit...........
CoolantThermodynamic Conditions DesignBasisRadialPowerDistribution.
DesignBasisLocalPowerDistribution.
NUCLEARDESIGNANALYSIS..
~~~~~~~~~0~~~~33~~~~~~~~~~~~~4~~~~~~~\~~~~~~~~~~~~~~~54.14.24.2.14.2.24.2.45.0FuelBundleNuclearDesignAnalysis.......
CoreNuclearDesignAnalysisCoreConfiguration.......
CoreReactivity Characteristics...,....,..
CoreHydrodynamic Stability.....
~.ANTICIPATED OPERATIONAL OCCURRENCES......,
~~~~~~~~~~~~~~~~~~~~~~~~5~~~~~~~556~~~~~~~~~~~~~~~~~~~~~~~~75.15.25.35.45.55.65.76.06.1F1.1itlons~~~~~~~~~7~~~~~~~~~~~~~~~~~~~~~~~~7~~~~~~~~~~~~~~~~~~~~~~~~8~~~~~~~~~~~~~~~~~~~~~~~~8~~~~~~~~~~~~~~~~~~~~~~~~9~~~~~~~~~~~~~~~~~~~~~~~~91010Loss-Of-Coolant Accident....,,......
BreakLocationSpectrum........
10AnalysisOfPlantTransients AtRatedCondAnalysesForReducedFlowOperation.......
AnalysesForReducedPowerOperation......
ASMEOverpressurization Analysis..........
ControlRodWithdrawal Error(CRWE)FuelLoadingError........
Determination OfThermalMargins..........
POSTULATED ACCIDENTS...
ANF-87-1RevisionTABLEOFCONTENTS(Continued)
Section6.1.26.1.36.27.07.1T.1.17.1.27.27.2.17.2.27.2.3737.3.17.3.28.0LimitingSafetySystemSettings......
HCPRFuelCladdingIntegrity SafetyLSteamDomePressureSafetyLimitLimitingConditions ForOperation.
AveragePlanarLinearHeatGeneration MinimumCriticalPowerRatio~~~~~~~~~~~~~~~~~~~~~~~~~~~~~imitRateimits.................
L'HGRLlmlts~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~o~~~~~~~Surveillance Requirements......
.....ScramInsertion TimeSurveillance....
Stability Surveillance..........
METHODOLOGY REFERENCES..........


==9.0 ADDITIONAL==
ADVANCEDNUCLEARFUELS CORPORATION ANF-87-126 Revision 1 Issue Date: 11/25/87 SUSQUEHANNA UNIT 2 CYCLE 3 RELOAD ANALYSIS Design and Safety Analyses Prepared  By:
REFERENCES.......
J. A. White BWR  Safety Analysis Licensing and Safety Engineering Fuel Engineering and Technical Services AIIAFFILIATEOF KRAFTWERK UNION Qxsvu
reakSizeSpectrum...............................................
BAPLHGRAnalyses.............................'.....................
HControlRodDropAccident........,...
TECHNICAL SPECIFICATIONS........
Pacae101011121212121212111414141516APPENDICES A.SINGLELOOPOPERATION.............
A-1B.SEISMIC-LOCA EVALUATION....,.................,.........,..........
B-1 ANF-87-126 Revision1LISTOFTABLESTablePacae4.1Neutronic DesignValues...........................................
23B.1Comparison OfPhysicalAndStructural Characteristics For8x8And9x9FuelAssemblies.........................
.....B-2LISTOFFIGURESFiciure3.1Susquehanna Unit2Powervs.Flow....Cycle3Hydraulic DemandCurvePacae173.23.33.5Susquehanna Unit2DesignBasisLocalDesignBasisLocalDesignBasisLocalFuel.Cycle3DesignBasisRadialPower..............
18PowerDistribution
-ANFXN-29x9Fuel.........
19PowerDistribution
-ANFXN-19x9Fuel.........
20PowerDistribution
-GE8x8R(Central) 213.64.14.24.34.45.15.2~~......2224~~~~~~~~25~~~~~~~~~26272829DesignBasisLocalPowerDistribution
-GE(Peripheral) 8x8RFuel..........
~~0~~~~Susquehanna Unit2Cycle3Enrichment Distribution ForANF92-344L-9G4 XN-2FuelLattice.Susquehanna Unit2Cycle3Enrichment Distribution ForANF92-344L-10G5 XN-2FuelLattice.Susquehanna Unit2Cycle3Reference CoreLoadingPlan...Susquehanna Unit2Cycle3-CorePowervs.CoreFlow......
Susquehanna Unit2Cycle3ControlRodWithdrawal ErrorAnalysisLimitingInitialControlRodPattern..
Susquehanna Unit2Cycle3FlowMCPROperating Limit.......
~fj ANF-87-126 Revision


==11.0INTRODUCTION==
CUSTOMER DISCLAIMER IMPORTANT NOTICE REGARDING CONTENTS AND USE OF THIS DOCUMENT PLEASE READ CAREFULLY Advanced Nuclear Fuels Corporation's warranties and representations con-ceming the subject matter of this document are those set forth in the Agreement between Advanced Nuclear Fuels Corporation and the Customer pursuant to which this document is issued. Accordingly, except as otherwise expressly pro-vided In such Agreement, neither Advanced Nuclear Fuels Corporation nor any person acting on its behalf makes any warranty or representation, expressed or implied, with respect to the accuracy, completeness, or usefulness of the infor-mation contained In this document, or that the use of any information, apparatus, method or process disclosed ln this document will not infringe privately owned rights: or assumes any liabilities with respect to the use of any information, ap-paratus, method or process disclosed in this document.
The information contained herein is for the sole use of Customer.
In order to avoid Impairment of rights of Advanced Nuclear Fuels Corporation in patents or inventions which may be included in the information contained in this document, the recipient, by its acceptance of this document, agrees not to publish or make public use (in the patent use of the term) of such information until so authorized in writing by Advanced Nuclear Fuels Corporation or until after six (6) months following termination or expiration of the aforesaid Agreement and any extension thereof, unless otherwise expressly provided in the Agreement. No rights or licenses In or to any patents are implied by the furnishing of this docu-ment.
XN NF F00.765 (1


Thisreportprovidestheresultsoftheanalysesperformed byAdvancedNuclearFuelsCorporation (ANF)*insupportoftheCycle3reloadforSusquehanna Unit2,whichisscheduled tocommenceoperation inthespringof1988.Thisreportisintendedtobeusedinconjunction withANFtopicalreport~XN-Np--191A,914,R111,Nppti1111NCompanyMethodology toBWRReloads,"
ANF-87-126 Revision          1 TABLE OF CONTENTS Section                                                                                                                                              Pacae
whichdescribes theanalysesperformed insupportofthisreload,identifies themethodology usedforthoseanalyses, andprovidesagenericreference list.However,LHGRmechanical designlimits(Reference 9.1)andplanttransient simulation modeldevelopments (Reference 9.141b1dbyANFb4tNRNP1F~F-Volume4,Revi'sion 1.BothReferences 9.1and9.2havebeenapprovedbytheNRCforuseinreferencing inlicenseapplications.
Sectionnumbersinthis9t19dtdttb1X-N--fNJ,olume4,Revision1.TheSusquehanna Unit2Cycle3corewillcompriseatotalof764fuelassemblies, including 236unirradiated ANFXN-29x9assemblies, 324irradiated ANFXN-19x9assemblies, 112irradiated GeneralElectric8x8Rfuelassemblies (centralregion),and92irradiated GE8x8Rassemblies intheperipheral region.Thereference coreconfiguration isdescribed inSection4.2.Thedesignandsafetyanalysesreportedinthisdocumentwerebasedonthedesignandoperational assumptions ineffectforSusquehanna Unit2duringthepreviousoperating cycle.Additional information andtheresultsofdesignstudiescoveringthedevelopment of9x9fuelassemblies forBWRreloadsarecontained inReference 9.3.
f ANF-87-126 Revision12.0FUELMECHANICAL DESIGNANALYSISApplicable ANFFuelDesignReport:Reference 9.1Toassurethattheexpectedpowerhistoryforthefuelstobeirradiated duringCycle3ofSusquehanna Unit2isboundedbytheassumedpowerhistoryinthefuelmechanical designanalysis, LHGRoperating limits(Figure3.3ofReference 9.1)havebeenspecified.
Inaddition, anLHGRtransient operating'imit forAnticipated Operating Occurrences (Figure3.4ofReference 9.1)hasbeenspecified forANF9x9fuel.Additional information onrodbow,asrequested intheNRC'ssafetyevaluation reportforReference 9.1,hasbeentransmitted inReference 9.4.
ANF-87-126 Revision13.0THERMALHYDRAULIC DESIGNANALYSIS3.2HdraulicCharaeterization3.2.1HdraulicComatibilitComponent hydraulic resistances fortheconstituent fueltypesintheSusquehanna Unit2Cycle3corehavebeendetermined insinglephaseflowtestsoffullscaleassemblies.
Figure3.1showsthehydraulic demandcurvesforANF9x9fuelandGE8x8RfuelintheSusquehanna Unit2core.Thesimilarhydraulic performance indicates compatibility forco-residence in'heSusquehanna Unit2core.Applicable GenericReport3.2'FuelCenterline Temerature~~Reference 9.1.2.2~21Calculated BypassFlowFractionat104%Power/100%
Flow10.1%3.3MCPRFuelCladdinInteritSafetLimitSafetyLimitMCPR=1.063.3.1CoolantThermodnamicCondition RatedThermalPowerFeedwater Flowrate(atSLMCPR)CorePressure(atSLMCPR)Feedwater Temperature 3293Mwt16.1Mlbm/hr1042.9psia383'F ANF-87-1Revision3.3.2DesinBasisRadialPowerDistribution SeeFigure3.23.3.3DesinBasisLocalPowerDistribution SeeFigures3.3through3.6 ANF-87-126 Revision14.0NUCLEARDESIGNANALYSIS4.1FueBundeNucleaDesinAnalsisAssemblyAverageEnrichment RadialEnrichment Distribution AxialEnrichment Distribution BurnablePoisonsNote:Burnablepoisonsaredistributed uniformly overtheenrichedlengthofthedesignated rods.Thenaturaluraniaaxialblanketsectionsdonotcontainburnableabsorbermaterial.
Non-Fueled RodsNeutronic DesignParameters 3.33%Figure4.1and4.2Uniform3.44%with6"naturaluraniumtopblanketFigure4.1and4.2Figure4.1and4.2Table4.14.2CoreNuclearDesinAnalsis';2.1CoreConfiorationFigure4.3CoreExposureatEOC2,HWd/HTUCoreExposureatBOC3,MWd/HTUCoreExposureatEOC3,HWd/MTUMaximumCycle3Licensing ExposureLimit,HWd/MTU18350.710911.221740.822076 ANF-87-12 Revision4.2.2oreReactiv't Characteris icsBOCColdK-effective, AllRodsOutBOCColdK-effective, Strongest RodOut1.113530.98524Reactivity Defect(R-Value) 0.00%rho4.2.4StandbyLiquidControlSystemReactivity, ColdConditions, 660ppmICoreHdrodnamicStabilit0.98348Power/flow MapFigure4.4PowerFlowStatePoints64/42*69/47**66/45**DecaRatioCOTRA0.820.750.75*Twopumpminimumflow-APRNRodBlockintercept point.Extendedoperation atlowerflowisnotallowedbyTechnical Specifications.
**Operation atlessthan45%flowrequiresAPRH/LPRN surveillance.
Inaddition, operation atpower/flow, combinations aboveandtotheleftofthelineconnecting thesetwopointsrequiresAPRH/LPRtl surveillance.
SeeFigbre4.4.
ANF-87-126 Revision15.0ANTICIPATED OPERATIONAL OCCURRENCES Applicable GenericTransient AnalysisMethodology ReportReferences 9.559.75.1AnalsisOfPlantTransients AtRatedConditions Reference 9.6LimitingTransient(s):
LoadRejection WithoutBypass(LRWB)Feedwater Controller Failure(FWCF)LossofFeedwater Heating(LFWH)EventLRWBPower*100%FWCF100%100%116.8%LFWH100%100%121'%233%123%11791078%Rated%RatedMaximumMaximumMaximumPressureFlowHeatFluxPower,~aiaI100%116.2%267%1194DeltaCPR**0.240.230.16ModelCOTRANSA/
XCOBRA-TCOTRANSA/
XCOBRA-TPTSBWR3/XCOBRASingleLoopOperation:
AppendixA5.2AnalsesForReducedFlow0erationReference 9.6LimitingTransient(s):
Recirculation FlowIncreaseTransient (RFIT)*104%powerusedinanalysisasdesignbases.**Delta-CPR resultsformostlimitingfueltype.
ANF-87-1Revision5.3AnalsesForReducedPower0erationReference 9.6LimitingTransient(s):
Feedwater Controller Failure(FWCF)%PowerTransient DeltaCPRANF9x9GE8x8R104806540FWCFFWCFFWCFFWCF0.230.250.280.310.200.230.260.285.4ASMEOverressurization AnalsisReference 9.6LimitingEventWorstSingleFailureMaximumPressureMaximumSteamDomePressureFullMSIVIsolation DirectSera1297psig1281psig5.5ControlRodWithdrawal ErrorCRWEStartingControlRodPatternforAnalysisFigure5.1RodBlockSettin105106*107108*100%FlowDistanceWithdrawn
~ft4.04.55.05.0DeltaCPR0.220.240.260.26*RodBlockMonitorsettingsrecommended forCycle3operation.
ANF-87-126 Revision15.6FuelLoadinErrorMaximumDeltaCPR0.165.7Determination OfThermalHarinsSummaryofThermalMarginRequirements EventLRWBFWCFLFWHCRWEPower1P0%**1PP%**1PP%9c*100%Flow100%100%100%100%DeltaCPR*0.240.230.160.24at106%RBH0.26at108%RBMMCPRLimit1.301.291.221.301.32HCPROperating LimitsatRatedConditions MCPR0eratinLimit1.30at106%RBM1.32at108%RBMReducedFlowMCPRLimitsFigure5.2PowerDependent HCPROperating LimitResultsforCycle3:100*+/100 80/10065/10040/100LimitingTransient LRWBFWCFFWCFFWCFANF9x91.301.311.341.37GE8x8R1.271.291.321.34,i*DeltaCPRresultsformostlimitingfueltype.**104%powerusedinanalysisasdesignbases.


10ANF-87-126 Revision16.0POSTULATED ACCIDENTS 6.1Loss-Of-Coolant AccidentSeismic-LOCA:AppendixB6.1.1BreakLocationSectrumReference 9.86.1.2BreakSizeSectrumReference 9.86.1.3MAPLHGRAnalsesANF9x9FuelReference 9.9LimitingBreak:Double-ended guillotine pipebreakRecirculation pumpdischarge line0.4Discharge Coefficient BundleAverageExposureGWDMTU0510152025303540MAPLHGR~kwft10.210.210.210.210.29.68.98.27.5PeakCladTemperature*
==1.0    INTRODUCTION==
~F206020692121214021472016183917521676PeakLocalMWR**~Percent3.93.73.74.85.22.71.00.70.5*Peakcladtemperatures forXN-1andXN-2fuelareboundedbytheseresults.**MetalWaterReaction.
.      ~ ..............,....,................................                                                                     1 2.0    FUEL MECHANICAL DESIGN                ANALYSIS...................................                                                              2 3.0    THERMAL HYDRAULIC DESIGN                  ANALYSIS.............. ~..................                                                            3 3.2     Hydraul i c Characteri          zati on........................................                                                               3 3.2.1   Hydraul i c  Compatibility...........................................                                                                         3 3.2.3  Fuel  Centerline Temperature.......................................                                                                             3 3.2.5  Bypass  Flowe ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~  ~ ~ ~ \~~~~~~~~~~~~~~~~~~~~~                                ~  ~  ~  ~    ~  ~  ~    3 3.3    MCPR  Fuel Cladding            Integrity Safety                Limit...........                     ~  ~  ~  ~ ~ ~    ~  ~  ~  0 ~ ~ ~ ~      3 3.3.1   Coolant Thermodynamic Conditions                                                                                                                3 3.3.2  Design Basis Radial Power Distribution.                                                             ~    ~  ~  ~  ~  ~  ~  ~  ~ ~  ~  ~  ~    4
llANF-87-1Revision6.2ControlRodDroAccidentSection8.0DroppedControlRodWorth,mkDopplerCoefficient, 1/kdk/dTEffective DelayedNeutronFractionFour-Bundle LocalPeakingFactormaximumDeposited FuelRodEnthalpy, cal/gmNumberofRodsExceeding 170cal/gm13.5-10.6x(10)60.00581.34205(250 12ANF-87-126 Revision17.0TECHNICAL SPECIFICATIONS 7.1LimitinSafetSstemSettins7.1.1MCPRFuelCladdinInteritSafetLimitMCPRSafetyLimit1.067.1.2SteamDomePressureSafetLimitPressureSafetyLimit(asmeasuredinsteamdome)1325psigAnalysisshowsthatasteamdomepressuresafetylimitof1358psigisallowedbutthe1325psigvalueusedinCycle2istobeconservatively retained.
  .3.3  Design Basis Local Power Distribution.                                                                     ~ ~ ~ ~ ~ ~ ~        \ ~ ~ ~ ~
7.2LimitinConditions For0eration7.2.1AveraePlanarLinearHeatGeneration RateLimitsBundleAverageExposureGWDMT0510152025303540MAPLHGRLimitskwftANF9x9Fuel10.210.210.210.210.29.68.98.27.5 13ANF-87-1Revision7.2.2MinimumCriticalPowerRatioMCPROperating LimitsatRatedConditions:
4.0    NUCLEAR DESIGN        ANALYSIS..                                                                           ~  ~ ~ ~ ~ ~ ~ ~        ~ ~  ~    5 4.1     Fuel Bundle Nuclear Design                    Analysis.......           ~  ~ ~  ~  ~  ~  ~  ~  ~  ~  ~ ~  ~  ~ ~  ~  ~  ~ ~  ~ ~  ~  ~ ~   5 4.2    Core Nuclear Design Analysis                                                                                              ~ ~  ~ ~  ~ ~  ~    5 4.2.1   Core  Configuration.......                                                                                                                     5 4.2.2  Core  Reactivity Characteristics...,....,..                                                                                                     6 4.2.4  Core Hydrodynamic            Stability.....             ~ .
MCPR0eratinLimit1.30at106%RBM1.32at108%RBMMCPROperating LimitsatOff-Rated Conditions:
5.0     ANTICIPATED OPERATIONAL OCCURRENCES......,                            ~  ~  ~ ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~ ~ ~ ~ ~ ~      ~  ~ ~  ~ ~     7 5.1     Analysis Of Plant Transients At Rated                            Cond itlons          ~  ~  ~  ~  ~  ~  ~  ~  ~                              7 5.2    Analyses For Reduced Flow Operation.......                             ~  ~  ~ ~  ~  ~  ~  ~  ~  ~  ~  ~ ~  ~  ~  ~  ~  ~  ~  ~ ~  ~  ~  ~    7 5.3    Analyses For Reduced Power Operation......                             ~  ~  ~ ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~ ~  ~  ~    8 5.4    ASME Overpressurization                Analysis..........             ~  ~  ~ ~  ~  ~  ~  ~  ~  ~ ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~ ~  ~  ~    8 5.5    Control  Rod    Withdrawal Error                (CRWE) 5.6    Fuel Loading      Error........                                       ~  ~  ~ ~  ~  ~ ~ ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~  ~ ~  ~  ~    9 5.7    Determination Of Thermal                  Margins..........           ~  ~  ~ ~  ~ ~ ~ ~ ~  ~  ~ ~  ~  ~  ~  ~  ~  ~  ~  ~ ~  ~ ~  ~    9 6.0    POSTULATED    ACCIDENTS...                                                                                                                   10 6.1     Loss-Of-Coolant Accident....,,......                                                                                                         10 F  1.1 Break Location Spectrum........                                                                                                               10
AtReducedFlowFigure5.2TotalCoreRecirculation Flow%Rated10096928376605040ReducedFlowMCPR0eratinLimit1.121.141.161,201.231.311.441.61AtReducedPowerPowerLevel%Rated100*806540ReducedPowerMCPR0eratinLimit1.301.311.341.37*104%powerusedinanalysisasdesignbases.
 
ANF-87-126 RevisionI7.2.3LHGRLimitsLHGRLimitsFigures3.3and3.4ofReference 9.17.3Surveillance Reuirements 7.3.1ScramInsertion TimeSurveillance Thermallimitsestablished inSection5.0arebasedonminimumacceptable scraminsertion performance asdefinedintheTechnical Specifications.
ANF-87-1 Revision TABLE OF CONTENTS (Continued)
Noadditional surveillance forscraminsertion isrequiredforvalidation ofthermallimits..3.2StabilitSurveillance
Section                                                                                                                            Pacae 6.1.2  B reak  Size  Spectrum...............................................                                                       10 6.1.3  H APLHGR Analyses.............................'.....................                                                         10 6.2    Control  Rod Drop        Accident........,...                                                                               11 7.0     TECHNICAL    SPECIFICATIONS........                                                                                          12 7.1    Limiting Safety System Settings...... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~                            ~ ~ ~ ~ ~   12 T.1.1  HCPR Fuel Cladding Integrity Safety L imit                                                                                    12 7.1.2  Steam Dome Pressure Safety Limit                                                                                              12 7.2    Limiting Conditions For Operation.                                                                                            12 7.2.1  Average Planar Linear Heat Generation Rate L'imits.................                                                          12 7.2.2  Minimum Critical Power Ratio                                                                                                1 7.2.3    HGR  Llmlts ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~  1 73      Surveillance Requirements...... .....                                                                                       14 7.3.1  Scram Insertion Time Surveillance....                                                                                        14 7.3.2  Stability Surveillance..........                                                                                            14 8.0     METHODOLOGY    REFERENCES..........                                                                                        15 9.0    ADDITIONAL REFERENCES.......                                                                                                16 APPENDICES A.      SINGLE LOOP    OPERATION.............                                                                                      A-1 B.      SEISMIC-LOCA      EVALUATION....,.................,.........,..........                                                    B-1
~~Power/Flow MapFigure4.4TheUnit2Cycle2Technical Specifications requireAPRM/LPRM surveillance totheleftofthe45%ConstantFlowlineandabovethe80%RodBlockline.Basedoncorehydrodynamic stability
 
: analyses, operation atpower/flow combinations aboveandtotheleftofthelineconnecting the66%Power/45%
ANF-87-126 Revision        1 LIST  OF TABLES Table                                                                                                Pacae
Flowand69%Power/47%
: 4. 1    Neutronic Design Values...........................................                          23 B. 1    Comparison Of Physical And Structural Characteristics For 8x8 And 9x9 Fuel  Assemblies.........................              ..        ..      . B-2 LIST  OF FIGURES Ficiur e                                                                                            Pacae 3.1      Susquehanna Unit 2 Cycle 3    Hydraulic      Demand Curve Power vs. Flow....                                                                          17 3.2      Susquehanna  Unit  2 Cycle  3  Design Basis Radial        Power..............              18 3.3      Design Basis Local Power    Distribution        - ANF  XN-2 9x9 Fuel.........              19 Design Basis Local Power    Distribution        - ANF  XN-1 9x9 Fuel.........              20 3.5      Design Basis Local Power    Distribution        - GE 8x8R  (Central)
FlowpointsbutbelowtheAPRMRodBlocklineneedstobeaddedtotheAPRM/LPRM surveillance requirement (seeSection4.2.4).
Fuel.                                                                                        21 3.6      Design Basis Local Power    Distribution        - GE  (Peripheral) 8x8R  Fuel..........                ~ ~ 0 ~ ~ ~ ~                       ~ ~   ......        22 4.1      Susquehanna Unit 2 Cycle 3 Enrichment            Distribution For ANF92-344L-9G4 XN-2 Fuel Lattice.                                                            24 4.2      Susquehanna Unit 2 Cycle    3  Enrichment        Distribution  For ANF92-344L-10G5 XN-2 Fuel    Lattice.                                ~ ~   ~ ~ ~ ~ ~ ~     25 4.3      Susquehanna Unit 2 Cycle 3 Reference Core Loading Plan...              ~ ~ ~ ~ ~ ~ ~ ~ ~   26 4.4     Susquehanna Unit 2 Cycle 3 - Core Power vs. Core Flow......                                 27 5.1      Susquehanna Unit 2 Cycle 3 Control Rod Withdrawal Error Analysis Limiting Initial Control Rod Pattern..                                              28 5.2      Susquehanna Unit 2 Cycle 3 Flow MCPR Operating Limit.......                                  29
15ANF-87-126 Revision18.0METHODOLOGY REFERENCES SeeXN-NF-80-19(P)(A),
 
Volume4,Revision1forcompletebibliography.  
~
\q,"~r0~)644-I 16ANF-87-126 Revision19.0ADDITIONAL REFERENCES 9.1"GenericMechanical DesignforExxonNuclearJetPumpBWRReloadFuel,"~X---F,R.X,Addll 1FXCFl,lhhld,Washington, September 4,1986.9.2"ExxonNuclearMethodology forBoilingWaterReactors, THERMEX:Thermal111<<Nhd1dPRevision2,AdvancedNuclearFuelsCorporation,
fj
: Richland, Washington, January,1987.9.3"Demonstration of9x9Assemblies forBWRs,"EPRINP-3468,ElectricPowerResearchInstitute, PaloAlto,California, Hay1,1984.9.4Letter,G.N.Ward(ANF)toG.C.Lainas(NRC),"Additional Information onRodBow,"serialno.GNW:021:87, datedMarch11,1987.9.5"ExxonNuclearPlantTransient Methodology forBoilingWaterReactors,"
 
~h-p--,h11X,AddN1F1C l,ltlhld,Washington, November16,1981.~~~9.6"Susquehanna Unit2Cycle3PlantTransient Analysis,"
ANF-87-126 Revision 1
ANF-87-125,Rev.2,AdvancedNuclearFuelsCorporation,
 
: Richland, Washington, November1987.9.79~8"XCOBRA-T:
==1.0        INTRODUCTION==
AComputerCodeforBWRTransient Thermal-Hydraulic CoreA1i,"X~,1>>d2,AdvancedNuclearFuelsCorporation,
 
: Richland, Washington, February1987."GenericLOCABreakSpectrumAnalysisBWR384withHodifiedLowPressureCoolantInjection LogicUsingtheEXEHEvaluation Model,"XN-NF-~84-117P,AdvancedNuclearFuelsCorporation,
This report provides the results of the analyses performed by          Advanced Nuclear Fuels Corporation (ANF)* in support of the Cycle 3 reload for          Susquehanna  Unit 2, which is scheduled to commence operation in the spring              of 1988. This report is intended to be used in conjunction with ANF                  topical report
: Richland, Washington, December1984.9.9"Susquehanna LOCA-ECCS AnalysisHAPLHGRResultsforENC9x9Fuel,"XN-NF-86-65,AdvancedNuclearFuelsCorporation,
~XN-Np-   -191    A,  91    4, R 11        1, Nppti      1    1  1    1      N Company Methodology to BWR Reloads," which describes the analyses performed in support of this reload, identifies the methodology used for those analyses, and  provides a generic reference list. However, LHGR mechanical design limits (Reference 9. 1) and plant transient simulation model developments (Reference 9.141      b        1  dbyANF    b  4    t      NRN  P      1  F~F-Volume 4, Revi'sion 1. Both References  9. 1  and 9.2 have been approved by the NRC  for  use in referencing in license applications.        Section numbers in this 9  t        1                9  dtd        tt      b    1  X-N-     - fNJ, olume 4, Revision 1.
: Richland, Washington, May1986.9.10"Principal ReloadFuelDesignParameters, FuelDesign,Susquehanna Unit2ReloadXN-2,"XN-NF-1058, AdvancedNuclearFuelsCorporation,
The  Susquehanna  Unit 2 Cycle 3 core will comprise a total of 764 fuel assemblies, including 236 unirradiated ANF XN-2 9x9 assemblies, 324 irradiated ANF XN-1 9x9 assemblies,    112 irradiated General Electric 8x8R fuel assemblies (central region), and 92 irradiated GE 8x8R assemblies in the peripheral region. The reference core configuration is described in Section 4.2.
: Richland, Washington, March1987,FormerlyExxonNuclearCompany.
The design    and  safety analyses reported in this document were based on the design and operational assumptions in effect for Susquehanna Unit 2 during the previous operating cycle. Additional information and the results of design studies covering the development of 9x9 fuel assemblies for BWR reloads are contained in Reference 9.3.
AdvancedNuclearFuels9x90~)O~IGeneralElectric8x8R~opcooCp0OIQ~oLIp0q>vCiI.>oooIK100.00.105.00TIO.OO115.M120.00125.00QO.MQ5.M140.00AssemblyFlowRate,KLB/HR0CO%5.00150.00Figure3.1Susquehanna Unit2Cycle3Hydraulic OemandCurvePowervs.Flow 8070605000C)CLSo2010000.20.00.60.811.2RRDIFILPOHERPERKINGFigure3.2Susquehanna 2Cycle3OesignBasisRadialPower 19ANF-87-126 Revision1*~:0.88:0.91:0.96:1.04:1.02:1.04:0.96:1.00:0.96:*~**~:0.91:0.93:0.98:1.07:0.91:1.07:0.97:1.04:1.01*~**~0.96:0.98:0.90:1.04:1.03:1.04:1.04:0.99:0.96:**~1.04:1.07:1.04:1.00:0.99:1,00:1.05:0.94:1.04**~*:1.02:*~0.91:1.030.99:0.00:0.98:1.05:1.07:1.04*~*~1.04:1.07:1.04:1.00:0.98:0.00:1.03:0.94:1.05:0.96:0'7:1'4:1.05:1.05:1.03:1.06:1.00:0,971.00:1.04:0.99:0,94:1.07:0.94:1.00:0.941.010.96:1.01:0.96:1.04:1.04:1.05:0.97:1.010.97Figure3.3DesignBasisLocalPowerDistribution AdvancedNuclearFuelsXN-29X9Fuel 20ANF-87-1Revisio*~*~0.91:0.92:0.95:1.01:1.01:1.01:0.96:0.98:0.95*~*~*~0.92:0.94:0.98:0.97;1.05:0.95:0.99:0.95:0.98*~*~*~*0.95:0.98:0,93:1.06:1.05:1.06:1.05:0.97:0.96*~**1.01:0.97:1,06:1.03:1,03:1.04:1.07:1.06:1.02*~*~1.01:F05:1.05:1.03:0.00:1.01:1.07:1.06:1.01101'951.06:1.04:1.01:0F00:1.04:0.96:1.020.96:0.991.05:1.07:1.07:1.04:1.06:1.00:0.960.98:0.95:0.97:1.06:1.06:0.961.00:0.95:0.980.95:0.98:0.96:1.02:1.01:1.02:0.96:0.98:0.96Figure3.4DesignBasisLocalPowerDistribution AdvancedNuclearFuelsXN-19X9Fuel 21ANF-87-126 Revision1**~*~1.03:1.00:1.00:1.00:F00:1.00:1.01:1.03*~*:1.00:0.98:1.00*~*1.02:1.02:1.03:1.00:1.01*~*:1.00*~**~1.00:1.01:1.01:1.01:0.90:1.03:1.00:*:1.00:1.02*~*1.01:0.89:0.00:1.01:1.02:1.00*~*:1.00*~1.021.01:0.00:0.89:1.01:0.99:1.00*~*:1.00*~*1.03:0.901.01:1.01:0.98:1.00:1.001.01:1.00:1.03:1.020.99:1.00:0.98:1.001.03:1.01:1.00:1.00:1.001.00:1.00:1.03Figure3.5DesignBasisLocalPowerDistribution GeneralElectric(Central)
 
SXSRFuel 22ANF-87-'evisio*~1.00:1,00:1.00:1.00:1.00:1.00:1.00:1.00:*~0*~1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:*~**~*100*~**~1.00;1.00:1.00:1.00:1.00:1.00:1.00:*:1.00:1.00**~1.00:1.00:0.00:1.00:1.001.00:1.00:1.00:1.00:0.00:1.00:1.00:1.001.00**100*~*1.00:1.00:1.001.00:1.00:1.00:1.001.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00:1.00Figure3.6DesignBasisLocalPowerDistribution GeneralElectric(Peripheral)
f ANF-87-126 Revision        1 2.0        FUEL MECHANICAL DESIGN ANALYSIS Applicable ANF Fuel Design Report:                      Reference 9.      1 To  assure  that the expected power history for the fuels to be irradiated during Cycle 3 of Susquehanna Unit 2 is bounded by the assumed power history in the fuel mechanical design analysis, LHGR operating limits (Figure 3.3 of Reference 9. 1) have been specified. In addition, an LHGR transient  operating'imit for Anticipated Operating Occurrences (Figure 3.4 of Reference 9. 1) has been specified for ANF 9x9 fuel.      Additional information on rod bow, as requested in the NRC's safety evaluation report for Reference 9. 1, has been transmitted in Reference 9.4.
SXSRFuel 23ANF-87-126 Revision1TABLE4.1NEUTRONIC DESIGNVALUESFuelPelletReference 9.10FuelRodReference 9.10FuelAssemblReference 9.10CoreDataNumberoffuelassemblies Ratedthermalpower,HWRatedcoreflow,Hlbm/hrCoreinletsubcooling, Btu/ibmHoderator temperature, FChannelthickness, inchFuelassemblypitch,inchWidewatergapthickness, inchNarrowwatergapthickness, inch'64329310024.0548.8.0806.000.5620.562ControlRodDataAbsorbermaterialTotalbladespan,inchTotalbladesupportspan,inchBladethickness, inchBladeface,-to-face internaldimension, inchAbsorberrodsperbladeAbsorberrodoutsidediameter, inchAbsorberrodinsidediameter, inchAbsorberdensity,%oftheoretical B4C9.751.580.2600.200760.1880.13870.0 24ANF-87-126 Revision**:LL:L:HL:M:N*H:HL:HL*~4HLM:MH:N*HHN*'HL*~*:HL*M".H*H:HO':HHH:HL**:H:HH:H:H:H*\H:HMH:N*:H:H:W:HH:H:HH*'A'~.*N:MH:HHNHW:MHH*HL:H*:MH:HHMH:MHHLHL:H:H:M~MH:H*:MMLMLL:HL:HL:HM:HL:HL-:LLLRODS(1)LRODS(5)HLRODS(16)HRODS(20)MHRODS(13)HRODS(15)H*RODS(9)WRODS(2)1.45W/0U2351.95W/0U2352.55W/0U2353.27W/0U2354.23W/0U2354.66W/0U2353.27W/0U235+4.00W/0GD203INERTWATERRODFigure4.1Susquehanna Unit2Cycle3Enrichment Distribution fortheANF92-344L-9G4 Xi4-2FuelLattice 25*************
 
9:*0**********
ANF-87-126 Revision 1 3.0        THERMAL HYDRAULIC DESIGN ANALYSIS 3.2        H  draul i c Char aeter i zat i on 3.2.1      H  draulic  Com  atibilit Component    hydraulic resistances          for the constituent    fuel types in the Susquehanna    Unit 2 Cycle 3 core          have been determined in single phase flow tests of full scale assemblies.            Figure 3. 1 shows the hydraulic demand curves for ANF 9x9 fuel and GE 8x8R fuel          in the Susquehanna Unit 2 core. The similar hydraulic performance indicates                compatibility for co-residence in 'he Susquehanna Unit 2 core.
ANF-87-126 Revision1*\*~LLoL:MLMMLNLL*~*~*~N*MLNH:M*:MH:M*ML'*.ML.N*M**H:HMHM:NL*~*o*~MHH:HH-H:HN*:M~JN*~HW:"MHH:MHt*'*~*~M:NH:HHMHW:NH:M*:MML:N~:MH:H:H:NH:NHM:MLML:M:N:M*:MH:M*:MMLML:ML:NL:MM:MLMLLLRODS(1)LRODS(5)MLRODS(16)MRODS(19)MHRODS(13)HRODS(15)M*RODS(10)WRODS(2)1.45W/0U2351.95W/0U2352.55W/0U2353.27W/0U2354,23W/0U2354.66W/0U2353.27'W/0U235+5.00W/0GD203INERTWATERRODigure4.2Susquehanna Unit2Cycle3Enrichment Distribution fortheANF92-344L-IOG5 XN-2FuelLattice 26ANF-87-12 RevisioA2C1A2C1A2C1A2C1DOC1A2CiEOC1A2C1DOC1DOC1A2C1DOC1A2C1FOC1C1A2A2C1DOA2DOCiDOA200C1~DOC1EOC1A2C100A2DOCi0000A200C1EOC1C1A2A2C1DOC1A2C1DOC1DOA2DOC1EOC1A2C1A2C1DOO'IC1A2DOA2EOEOCiC1A2A2C100C100A2C1C100C1EOC1EOC1A2C100A2DOCiDOC1EOC1EOC100C1A2DOC100A200A200C1EOC1EOA282C1A2DOA2EOC1EOC1C1C1A2A2A2Ci00DOEOC1EOC1A2C1EO80CiEOC1DOA2A2EOC1EOCiEOC1EOC182A2C1C1C1CiC1C1C1A2A2A2A2A2A2A2A2XY=FuelTypeXBurnedYCycles~FuelTeHo.ofBuouieoDescritionA8C'E196832414096GEBX8TypeIII2.19w/oU~235GEBX8TypeII1.76M/oU.235XN.1ENC92.3318.7G4 XN.2ANF92.333B.904 XN.2ANF92.3338.
3.2 '
10G5Figure4.3Susquehanna Unit2Cycle3Reference CoreI.eading 27ANF-87-126 Revision1120110~~~~~~~~~~~~~~~~~~~~~~~~h~~~~~~~~~~~~~~~~~~~1009080N70~~~~~~APPMRODBLOCK:eAPRNSCRAMLIN)~~~~~~4~~~~~~~~~~~~~~rr~/r~~r~/e''r/~/e/~~~~~~~~~~~~~~~~)~66/45)err~(~~/e100/vXeR00.'IN~4~~~~~~~~~$~~~ROOBiOCK~MONITOR80WE50~~ee~I~I~el'45K80KeCOREPLOWR00LINE403020e~~~~e~e~~~~~~~~~4'P~~~~~~~e~~~~~'I~~~~~~~~~~~~~~~~~~~~~4~~~~~~~4~~~~~~4~~~e10NTCIRC~~~M'-PUMP)NFLOW;00102030405060708090COREFLOW,%RATED100Figure4.4Susquehanna Unit.2Cycle3-CorePowervs.CoreFlow 28ANF-87-12''Revision595551261014182226303438424650545812--00--1220--26--26--205955514743----20--202000--12--08--12--0020474339--12--08--08-,-00--0808--123935----264444263531--00--04--00--00--0027----26444423--12--08--08--00*--'819----20--202004--002608--12203127191500--12--08--12--0020--26--26--2012--00--122610141822263034384246505458CycleExposureControlRodDensity0.0HHD/HTU23.3%ControlRodBeingWithdrawn
  ~ ~      Fuel  Centerline    Tem  erature Applicable Generic Report                                      Reference 9. 1
=00*RodFullyInserted=,00RodFullyWithdrawn
.2.2      ~21 Calculated Bypass Flow Fraction                                10.1%
=--Figure5.1Susquehanna Unit2Cycle3ControlRodWithdrawal ErrorAnalysisLimitingInitialControlRodPattern 1.601.601.40f41.30ONote:TheMCPRoperating limitshallbethemaximumofthiscurve,thefullflowMCPRoperating limitorthepoorerdependent MCPRoperating limit.A1.80OA1.10405060708090100TOTALCORERECIRCULATION FLOW(%RATED)figure5.2Susquehanna Unit2Cycle3FlowMCPROperating Limit Ah+C" A-1ANF-87-126 Revision1APPENDIXAUSINGLELOOPOPERATION ThisAppendixprovideslimitsandjustification ofthoselimitsforSingleLoopOperation (SLO).A.lANTICIPATED OPERATIONAL OCCURRENCES Reference A.1TheNSSSsupplierhasprovidedanalyseswhichdemonstrate thesafetyofplantoperation withasinglerecirculation loopoutofserviceforanextendedVperiodoftime.Theseanalysesrestricttheoveralloperation oftheplanttolowerbundlepowerlevelsandlowernodalpowerlevelsthanareallowed.whenothrecirculation systemsareinoperation.Thephysicalinterdependence betweencorepowerandrecirculation flowrateinherently limitsthecoretolessthanratedpower.ANFfuelwasdesignedtobecompatible withtheco-residentfuelinthermalhydraulic, nuclear,andmechanical designperformance.
at 104% Power/100% Flow 3.3        MCPR  Fuel Claddin      Inte  rit  Safet  Limit Safety Limit    MCPR =  1.06 3.3.1      Coolant Thermod namic Condition Rated Thermal Power                                            3293 Mwt Feedwater Flowrate (at SLMCPR)                                 16. 1 Mlbm/hr Core Pressure (at SLMCPR)                                      1042.9 psia Feedwater Temperature                                          383'F
TheANFmethodology hasgivenresultswhichareconsistent withthoseofpreviousanalysesfornormaltwo-loopoperation.
 
Manyanalysesperformed bytheNSSSsupplierforsingleloopoperation arealsoapplicable tosingleloopoperation withfuelandanalysesprovidedbyANF.Forsingleloopoperation, theNSSSvendorfoundthatanincreaseof0.01intheHCPRsafetylimitwasneededtoaccountfortheincreased flowmeasurement uncertainties andincreased tipuncertainties associated withsinglepumpoperation.
ANF-87-1 Revision 3.3.2 Desi  n Basis Radial Power  Distribution See  Figure 3.2 3.3.3 Desi  n Basis Local Power  Distribution See  Figures 3.3 through 3.6
ANFhasevaluated theeffectsoftheincreased flowmeasurement uncertainties onthesafetylimitHCPRandfoundthattheNSSSvendordetermined increaseintheallowedsafetylimitMCPRisalsoapplicable toANFfuelduringsingleloopoperation.
 
Thus,increasing thesafetylimitHCPRby0.01forsingleloopoperation (1.07)withANFfuelissufficiently onservative toalsoboundtheincreased flowmeasurement uncertainties forsingleloopoperation.
ANF-87-126 Revision  1 4.0  NUCLEAR DESIGN ANALYSIS 4.1  Fue  Bund e Nuclea    Desi n Anal          sis Assembly Average Enrichment                            3. 33%
A-2ANF-87-RevisioThelimitingMCPRoperating limitforsingleloopoperation isconservatively setusingthelimitingpumpseizureaccidentdeltaCPRplusthesingleloopoperation HCPRsafetylimit.Thislimittogetherwiththe.HCPRfcurvefortwoloopoperation plus.OlandtheMCPRpcurvefortwoloopoperation plus.Olconservatively boundalltransients.
Radial Enrichment  Distribution                      Figure 4. 1 and 4.2 Axial Enrichment Distribution                          Uniform 3.44%
TheTechnical Specifications requireAPRH/LPRH surveillance totheleftofthe45%ConstantFlowlineandabovethe80%RodBlockline.Basedoncorehydrodynamic stability analysesforCycle3,operation atpower/flow combinations aboveandtotheleftofthelineconnecting the66%Power/45%
with 6" natural uranium top blanket Burnable Poisons                                      Figure 4. 1 and 4.2 Note:      Burnabl  e            poi sons  are distributed            uniformly over the enriched length of the designated              rods. The natural urania axial blanket sections            do    not contain burnable absorber material.
Flowand69%Power/47%
Non-Fueled Rods                                        Figure 4.1 and 4.2 Neutronic Design Parameters                            Table 4. 1 4.2  Core Nuclear Desi n Anal sis';2.
FlowpointsneedstobeaddedtotheAPRM/LPRM surveillance requirements.
1 Core Confi  oration                                    Figure 4.3 Core Exposure  at  EOC2,  HWd/HTU                      18350.7 Core Exposure at  BOC3, MWd/HTU                      10911.2 Core Exposure at  EOC3,  HWd/MTU                      21740.8 Maximum  Cycle 3 Licensing          Exposure Limit,  HWd/MTU                                  22076
Figure4.4showsthecorepowerversuscoreflowestablished forCycle3.
 
A-3ANF-87-126 Revision1A.2POSTULATED ACCIDENTS Reference A.2ANFperformed LOCAanalysesforsingleloopconditions andhasdetermined thattheMAPLHGRlimitcurve(Section7.2)fortwo-loopoperation isalsoapplicable tosingleloopoperation forANF9x9fuels.
ANF-87-12 Revision 4.2.2       ore Reactiv't    Characteris ics BOC  Cold  K-effective, All Rods    Out                    1.11353 BOC  Cold K-effective, Strongest    Rod Out                0.98524 Reactivity Defect (R-Value)                                0.00% rho Standby Liquid Control System    Reactivity, Cold Conditions, 660 ppm                                    0.98348 I
A-4ANF-87-RevisioREFERENCES A.1"Susquehanna Unit2Cycle2SingleLoopOperation Analysis,"
4.2.4    Core  H drod namic    Stabilit Power/flow    Map                                          Figure 4.4 Power Flow    State Points                    Deca    Ratio  COTRA 64/42*                                            0.82 69/47**                                          0.75 66/45**                                          0.75
XN-NF 146,AdvancedNuclearFuelsCorporation;
*Two pump minimum flow - APRN Rod Block intercept point. Extended operation at lower flow is not allowed by Technical Specifications.
: Richland, WA99352,November1986.A.2"Susquehanna LOCAAnalysisforSingleLoopOperation,"
**Operation at less than 45% flow requires APRH/LPRN surveillance.             In addition, operation at power/flow, combinations above and to the left of the line connecting these two points requires APRH/LPRtl surveillance. See Figbre 4.4.
XN-NF-86-125, AdvancedNuclearFuelsCorporation,
 
: Richland, WA99352,November1986.
ANF-87-126 Revision  1 5.0        ANTICIPATED OPERATIONAL OCCURRENCES Applicable Generic Transient Analysis Methodology Report                          References    9.5 5 9.7 5.1        Anal  sis Of Plant Transients At Rated Conditions                                      Reference 9.6 Limiting Transient(s):       Load  Rejection Without Bypass    (LRWB)
B-1ANF-87-126 RevisionIAPPENDIXBSEISMIC-LOCAEVALUATION Thestructural responseofAdvancedNuclearFuelsCorporation's (ANF's)9x9fuelissimilartothestructural responseoftheGEBxBRfuelitreplacesintheSusquehanna Unit2core.Therefore, theseismic-LOCA structural responseevaluation performed insupportoftheinitialcoreremainsapplicable andcontinues toprovideassurance thatcontrolbladeinsertion willnotbeinhibited following theoccurrence ofthedesignbasisseismic-LOCA event.Thephysicalandstructural properties ofthe9x9andtheBx8fueltypeswhichareimportant tothedynamicresponseofthefuelaresummarized inTableB.l.hecloseagreement betweentheimportant parameters fortheANF9x9andGEx8Rfueltypesindicates thatthestructural responsewouldbeverysimilarforbothfueltypes.Similarity inthenaturalfrequencies ofthetwofueltypesmentioned aboveisfurtherassuredbythestiffness ofthefuelassemblychannelbox.Bothfueltypesusethesamefuelassemblychannelbox,andthechannelboxdominates theoveralldynamicresponseoftheincorefuel.ANFcalculations showthatapproximately 97%ofthestiffness ofafuelassemblyisattributable tothestiffness ofthechannelbox.Forthisreason,thedynamicstructural responseofthereloadcoreisessentially thatoftheinitialcore,andtheoriginalseismic-LOCA analysisremainsapplicable.
Feedwater  Controller Failure  (FWCF)
Deformation ofthechanneltothepointthatcontrolbladeinsertion isinhibited isnotpredicted tooccur.
Loss  of Feedwater Heating  (LFWH)
B-2ANF-87-RevisioTABLEB.1COMPARISON OFPHYSICALANDSTRUCTURAL CHARACTERISTICS FOR8X8AND9X9FUELASSEMBLIES
                              %  Rated      %  Rated    Maximum Maximum        Maximum    Pressure    Del ta Event    Power*    Flow  Heat Flux        Power  ,
~ProertAssemblyWeight,lbsNumberofSpacersOverallAssemblyLength,inAssemblyFrequencies, cpsMode123567ANF9x9580171.291.93.76.510.415.521.929.1FuelTesGE8x8R600171.40*GEproprietary ANF-87-126 Revision1IssueDate:11/25/87SUS(UEHANNA UNIT2CYCLE3RELOADANALYSISDesignandSafetyAnalysesDistribution:
I
D.D.R.L.S.R.K.H.S.T.J.L.D.G.C.J.H.A.AdkissonJ.BraunE.Collingham J.FedericoF.GainesG.GrummerD.HartleyJ.HibbardE.JensenH.KeheleyN.MorganA.NielsenF.RicheyL.RitterJ.VolmerADWhiteE.Williamson H.G.Shaw/PP8L (20)DocumentControl(5)}}
                                                          ~aia        CPR**        Model LRWB        100%      100%      116.2%          267%        1194      0.24      COTRANSA/
XCOBRA-T FWCF      100%      100%      1 16. 8%        233%        1179      0.23      COTRANSA/
XCOBRA-T LFWH      100%      100%      121  '%        123%        1078      0.16      PTSBWR3/
XCOBRA Single Loop Operation:                              Appendix    A 5.2        Anal ses For Reduced Flow 0    eration              Reference 9.6 Limiting Transient(s):      Recirculation Flow Increase Transient (RFIT)
    *104% power used  in analysis  as design bases.
  **Delta-CPR results  for most  limiting fuel type.
 
ANF-87-1 Revision 5.3      Anal ses For Reduced    Power 0 eration                          Reference 9.6 Limiting Transient(s):    Feedwater  Controller Failure      (FWCF)
Delta  CPR
            % Power        Transient        ANF  9x9      GE  8x8R 104            FWCF              0.23            0.20 80            FWCF              0.25            0.23 65            FWCF              0.28            0.26 40            FWCF              0.31            0.28 5.4        ASME  Over ressurization Anal sis                              Reference 9.6 Limiting Event                                                  Full  MSIV Isolation Worst Single Failure                                            Direct Sera Maximum Pressure                                                1297  psig Maximum Steam Dome Pressure                                    1281  psig 5.5        Control  Rod  Withdrawal Error  CRWE Starting Control  Rod  Pattern for Analysis                    Figure 5.1 100%  Flow Distance Withdrawn            Delta Rod Block Settin              ~ft                    CPR 105                      4.0              0.22 106*                      4.5              0.24 107                      5.0              0.26 108*                      5.0              0.26
*Rod Block  Monitor settings recommended for Cycle      3  operation.
 
ANF-87-126 Revision  1 5.6        Fuel Loadin    Error Maximum  Delta  CPR                                          0.16 5.7        Determination Of Thermal Har ins Summary  of  Thermal Margin Requirements Event        Power          Flow        Delta  CPR*          MCPR  Limit LRWB        1P0%**        100%            0.24                  1.30 FWCF        1PP%**        100%            0.23                  1.29 LFWH        1PP%9c*        100%            0.16                  1.22 CRWE        100%          100%            0.24 at  106% RBH      1.30 0.26 at  108% RBM    1.32 HCPR  Operating Limits at Rated Conditions MCPR    0 eratin    Limit 1.30 at  106% RBM 1.32 at  108% RBM Reduced  Flow  MCPR  Limits                                  Figure 5.2 Power Dependent    HCPR  Operating Limit Results for Cycle 3:
Limiting Transient            ANF 9x9    GE  8x8R 100*+/100                      LRWB                  1.30        1.27 80/100                    FWCF                  1.31        1.29 65/100                    FWCF                  1.34        1.32 40/100                    FWCF                  1.37        1.34
,i
    *Delta CPR  results for    most  limiting fuel type.
  **104% power used in analysis as design bases.
 
10                              ANF-87-126 Revi si on 1 6.0        POSTULATED ACCIDENTS 6.1        Loss-Of-Coolant Accident Sei smi c- LOCA:                                                Appendix  B
: 6. 1. 1    Break Location    S  ectrum                                    Reference 9.8
: 6. 1.2    Break Size    S  ectrum                                        Reference 9.8
: 6. 1.3    MAPLHGR    Anal ses ANF  9x9 Fuel                                                  Reference 9.9 Limiting Break:      Double-ended    guillotine pipe  break Recirculation    pump discharge line 0.4 Discharge Coefficient
                                                        ~F Bundle Average                                  Peak Clad          Peak Local Exposure                MAPLHGR          Temperature*            MWR**
GWD MTU                ~kw  ft                                ~Percent 0                    10.2                2060                3.9 5                    10.2                2069                3.7 10                    10.2                2121                3.7 15                    10.2                2140                4.8 20                    10.2                2147                5.2 25                    9.6                2016                2.7 30                      8.9                1839                1.0 35                    8.2                1752                0.7 40                    7.5                1676                0.5
*Peak clad temperatures      for  XN-1 and XN-2    fuel are bounded by these results.
**Metal Water Reaction.
 
ll                  ANF-87-1 Revision 6.2 Control Rod Dro  Accident                  Section 8.0 Dropped Control Rod Worth, mk              13.5 Doppler Coefficient, 1/k dk/dT              -10.6 x(10)  6 Effective Delayed Neutron Fraction          0.0058 Four-Bundle Local Peaking Factor            1.34 maximum Deposited Fuel Rod Enthalpy, cal/gm 205 Number of Rods Exceeding 170 cal/gm        (250
 
12                          ANF-87-126 Revision  1 7.0    TECHNICAL SPECIFICATIONS 7.1    Limitin Safet    S  stem  Settin  s 7.1.1  MCPR  Fuel Claddin    Inte  rit  Safet  Limit MCPR  Safety Limit                                          1.06
: 7. 1.2 Steam Dome Pressure    Safet    Limit Pressure  Safety Limit (as measured in steam      dome)      1325  psig Analysis shows that a steam dome pressure safety limit of 1358 psig is allowed but the 1325 psig value used in Cycle 2 is to be conservatively retained.
7.2    Limitin Conditions    For 0 er  ation 7.2. 1 Avera e Planar Linear Heat Generation Rate Limits Bundle Average Exposure                          MAPLHGR Limits kw ft GWD MT                                ANF 9x9 Fuel 0                                      10.2 5                                      10.2 10                                      10.2 15                                      10.2 20                                      10.2 25                                        9.6 30                                        8.9 35                                        8.2 40                                        7.5
 
13                            ANF-87-1 Revision 7.2.2    Minimum  Critical  Power  Ratio MCPR  Operating Limits at Rated Conditions:
MCPR  0 eratin  Limit 1.30 at  106% RBM 1.32 at  108% RBM MCPR  Operating Limits at Off-Rated Conditions:
At Reduced Flow                        Figure 5.2 Total Core                        Reduced  Flow Recirculation Flow                        MCPR
                    %  Rated                        0  eratin    Limit 100                                1.12 96                                1.14 92                                1.16 83                                1,20 76                                1.23 60                                1.31 50                                1.44 40                                1.61 At Reduced Power Reduced  Power Power Level                            MCPR
                    % Rated                        0  eratin    Limit 100*                              1.30 80                                1.31 65                                1.34 40                                1.37
*104% power used  in analysis  as  design bases.
 
ANF-87-126 Revision I 7.2.3          LHGR  Limits LHGR  Limits                                  Figures 3.3 and 3.4 of Reference 9. 1 7.3            Surveillance  Re uirements 7.3.1          Scram  Insertion  Time Surveillance Thermal      limits established      in Section 5.0 are based on minimum acceptable scram insertion performance as defined in the Technical Specifications.            No additional surveillance for scram insertion is required for validation of thermal    limits.
  .3.2
  ~  ~          Stabilit Surveillance Power/Flow  Map                                            Figure 4.4 The    Unit  2  Cycle  2 Technical Specifications require APRM/LPRM surveillance to the left of the 45% Constant Flow line and above the 80% Rod Block line.
Based    on core hydrodynamic          stability analyses, operation at power/flow combinations above and to the left of the line connecting the 66% Power/45%
Flow and 69% Power/47% Flow points but below the APRM Rod Block line needs to be added to the APRM/LPRM surveillance requirement (see Section 4.2.4).
 
15                            ANF-87-126 Revision 1 8.0      METHODOLOGY REFERENCES See XN-NF-80-19(P)(A), Volume 4, Revision 1 for complete bibliography.
 
  \
q, "~r 0~ )
6 44
-I
 
16                                  ANF-87-126 Revision  1 9.0  ADDITIONAL REFERENCES
: 9. 1
      ~X---F,R.X,Addll "Generic Mechanical Design Washington, September 4, 1986.
for  Exxon Nuclear 1
Jet FXCF  Pump BWR l,lhhlFuel,"
Reload d,
9.2    "Exxon Nuclear Methodology        for Boiling    Water Reactors,  THERMEX:    Thermal 111<<N hd1            d            P Revision 2, Advanced        Nuclear Fuels    Corporation,    Richland,  Washington, January, 1987.
9.3    "Demonstration of 9x9 Assemblies        for BWRs," EPRI    NP-3468,  Electric  Power Research    Institute,    Palo  Alto, California, Hay 1,    1984.
9.4  Letter, G. N. Ward        (ANF)  to G. C. Lainas (NRC), "Additional Information on Rod Bow," serial      no. GNW:021:87, dated March 11, 1987.
9.5
      ~h-p--,h "Exxon  Nuclear Plant Transient 11 X,AddN1F1C Washington, November 16, 1981.
Methodology    for Boiling          Reactors,"
l,ltlhl Water d,
9.6
  ~  "Susquehanna        Unit  2 Cycle    3 Plant  Transient    Analysis,"    ANF 125, Rev. 2,
          ~      Advanced      Nuclear Fuels Corporation,          Richland,    Washington, November 1987.
i,"X~,
                        ~
9.7  "XCOBRA-T:
A 2,
1 Advanced A  Computer Nuclear Code Fuels for 1  >>d BWR Corporation, Transient Thermal-Hydraulic Core Richland, Washington,      February 1987.
9 8
  ~  "Generic LOCA Break Spectrum Analysis BWR 3 8 4 with Hodified Low Pressure Coolant Injection Logic Using the EXEH Evaluation Model," XN-NF-
      ~84-117 P,    Advanced Nuclear Fuels Corporation, Richland, Washington, December    1984.
9.9  "Susquehanna LOCA-ECCS Analysis HAPLHGR Results for ENC 9x9 Fuel," XN-NF-86-65,    Advanced Nuclear Fuels Corporation, Richland, Washington, May 1986.
: 9. 10 "Principal Reload Fuel Design Parameters, Fuel Design, Susquehanna Unit 2 Reload XN-2," XN-NF-1058, Advanced Nuclear Fuels Corporation, Richland, Washington, March 1987, Formerly Exxon Nuclear Company.
 
Advanced Nuclear Fuels 9x9 0~)
General  Electric O~                                                                            8x8R I
~o p  co o
C p
0 O
I
~oQ I
L p
0 q
>vCi I
.>o oo K
I 0
CO 100.00 . 105.00      TIO.OO    115.M    120.00    125.00    QO.M    Q5.M      140.00 %5.00 150.00 Assembly Flow Rate, KLB/HR Figure 3. 1    Susquehanna Unit 2 Cycle 3      Hydraulic  Oemand  Curve Power vs. Flow
 
80 70 60 50 00 C)
CL So 20 10 0
0 0.2        0.0        0.6    0.8        1        1.2 RRDIFIL POHER PERKING Figure 3.2    Susquehanna    2 Cycle 3 Oesign Basis Radial Power
 
19                                ANF-87-126 Revision 1
* ~
: 0.88  : 0.91    : 0.96  : 1.04  : 1.02  : 1.04  : 0.96  : 1.00 : 0.96  :
* ~
* ~
: 0.91  : 0.93    : 0.98 :  1.07  : 0.91  : 1.07  : 0.97  : 1.04 : 1.01
* ~
* ~
0.96  : 0.98    : 0.90 :  1.04  : 1.03  : 1.04  : 1.04  : 0.99 : 0.96  :
* ~
1.04 :  1.07    : 1.04 :  1.00  :  0.99 :  1,00  : 1.05 :  0.94 : 1.04
* ~
* : 1.02 :  0.91  :  1.03    0.99  :  0.00 :  0.98 :  1.05 :  1.07 : 1.04
* ~
* ~
1.04 :  1.07  :  1.04 :  1.00  :  0.98 :  0.00 :  1.03 :  0.94 : 1.05
* ~
: 0.96 :  0 '7  :  1 '4 :  1.05  :  1.05 :  1.03 :  1.06 :  1.00 : 0,97 1.00 :  1.04  :  0.99 :  0,94  :  1.07 :  0.94 :  1.00 :  0.94  1.01 0.96 :  1.01  :  0.96 :  1.04  :  1.04 :  1.05 :  0.97 :  1.01  0.97 Figure 3.3 Design Basis Local Power Distribution Advanced Nuclear Fuels XN-2 9X9 Fuel
 
20                              ANF-87-1 Revisio
* ~
* ~
0.91  : 0.92  : 0.95 : 1.01  : 1.01 : 1.01 : 0.96 : 0.98  : 0.95
* ~
* ~
0.92  : 0.94  : 0.98 : 0.97  ; 1.05 : 0.95 : 0.99 : 0. 95 : 0.98
* ~
* ~
* ~
0.95  : 0.98  : 0,93 : 1.06  : 1.05 : 1.06 : 1.05 : 0. 97 : 0.96
* ~
* ~
1.01  : 0.97  : 1,06 : 1.03  : 1,03 : 1.04 : 1.07 : 1. 06 : 1.02
* ~
* ~
1.01  : F 05  : 1.05 : 1.03  : 0.00 : 1.01 : 1.07 : 1.06  : 1.01 1  01 '  95    1.06 : 1.04  : 1.01 : 0 00 F  : 1.04 : 0.96  : 1.02 0.96  : 0.99    1.05 : 1.07  : 1.07 : 1.04 : 1.06 : 1. 00 : 0.96 0.98  : 0.95  : 0.97 : 1.06 :  1.06 : 0.96  1.00 : 0.95  : 0.98 0.95  : 0.98  : 0.96 : 1.02 :  1.01 : 1.02 : 0.96 : 0.98  : 0.96 Figure 3.4 Design Basis Local Power Distribution Advanced Nuclear Fuels XN-1 9X9 Fuel
 
21                          ANF-87-126 Revision 1
*  ~
1.03  : 1.00    : 1.00  :    1.00    : F 00 : 1.00  : 1.01  :  1.03
*  ~
*  ~
* :  1.00 :  0.98  :  1.00      1.02    : 1.02 : 1.03  : 1.00  :  1.01
* ~
* ~
* :  1.00    1.00  :  1.01 :    1.01    :  1.01 : 0.90 :  1.03  :  1.00  :
* ~
* ~
* :  1.00 :  1.02      1.01 :    0.89    :  0.00 : 1.01 :  1.02 :  1.00
* ~
* ~
* :  1.00    1.02      1.01 :    0.00    :  0.89 : 1.01 :  0.99 :  1.00
* ~
* ~
* :  1.00    1.03  :  0.90      1.01    :  1.01 : 0.98 :  1.00 :  1.00
* ~
1.01 :  1.00  :  1.03 :    1.02      0.99 : 1.00 :  0.98 :  1.00 1.03 :  1.01  :  1.00 :    1.00    :  1.00  1.00 :  1.00 :  1.03 Figure 3.5 Design Basis Local Power Distribution General Electric (Central) SXSR Fuel
 
22                        ANF                                                                      'evisio
* ~
1.00 : 1,00  :  1.00  :  1.00  :  1.00 : 1.00  : 1.00 :  1.00 :
* ~
0
* ~
1.00 : 1.00  :  1.00  :  1.00  :  1.00 : 1.00  : 1.00 :  1.00 :
* ~
* ~
* 100    1.00  ;  1.00  :  1.00  :  1.00 : 1.00  : 1.00 :  1.00 :
* ~
* ~
* : 1.00 : 1.00      1.00  :  1.00  :  0.00 : 1.00  : 1.00    1.00 :
* ~
1.00 : 1.00  :  1.00  :  0.00  :  1.00 : 1.00  : 1.00    1.00
* 100    1.00  :  1.00  :  1.00      1.00 : 1.00  : 1.00 :  1.00
* ~
1.00 : 1.00  :  1.00  :  1.00  :  1.00 : 1.00  : 1.00 :  1.00 :
1.00 : 1.00  :  1.00  :  1.00  :  1.00 : 1.00  : 1.00 :  1.00 Figure 3.6 Design Basis Local Power Distribution General Electric (Peripheral) SXSR Fuel
 
23                      ANF-87-126 Revision 1 TABLE 4. 1 NEUTRONIC DESIGN VALUES Fuel Pellet                                              Reference 9.10 Fuel Rod                                                  Reference 9.10 Fuel Assembl                                              Reference 9.10 Core Data Number  of fuel assemblies                          '64 Rated thermal power, HW                              3293 Rated core flow, Hlbm/hr                              100 Core inlet subcooling, Btu/ibm                        24.0 Hoderator temperature, F                              548.8 Channel thickness, inch                              .080 Fuel assembly pitch, inch                            6.00 Wide water gap thickness, inch                        0.562 Narrow water gap thickness, inch                      0.562 Control  Rod Data Absorber material                                    B4C Total blade span, inch                                9.75 Total blade support span, inch                        1.58 Blade thickness, inch                                0.260 Blade face,-to-face internal dimension, inch          0.200 Absorber rods per blade                              76 Absorber rod outside diameter, inch                  0.188 Absorber rod inside diameter, inch                    0.138 Absorber density, % of theoretical                    70.0
 
24                              ANF-87-126 Revision
*    :      LL  :    L  :  HL  :    M  :      N      H  :  HL  :  HL HL        M  :  MH    :    N*      HH      N*  '          HL
      ~ 4
      ~
HL        M  ". H*        H:        H      O':    HH        H:    HL H:      HH:
                          \
H:        H:        H      H:      H              M H  :  N*  :    H  :    H  :    W    :  HH  :    H  :  HH
'A' N:      MH:      H        H        NH      W:      MH      H*
      ~
HL  :  H*  :  MH  :    H          H    MH  :  MH              HL HL  :    H  :    H  :  M~        MH  :  H*  :    M      ML    ML L  :    HL  :  HL  :    H                  M: HL:          HL-:    L LL RODS ( 1)          1.45  W/0  U235 L RODS  ( 5)        1.95  W/0  U235 HL RODS  (16)        2.55  W/0  U235 H RODS  (20)        3.27  W/0  U235 MH RODS  (13)        4.23  W/0  U235 H RODS  (15)        4.66  W/0  U235 H* RODS  ( 9)        3.27  W/0  U235 +  4.00 W/0  GD203 W  RODS  ( 2)        INERT WATER ROD Figure 4. 1      Susquehanna Unit 2 Cycle 3 Enrichment      Distribution for the ANF92-344L-9G4 Xi4-2 Fuel Lattice
 
      *************                    9:  * **********
0 25                                ANF-87-126 Revision  1
*  ~
LL    o L:  \
ML                            M      ML      NL      L
*  ~
*  ~
ML                NH      :  M*    :  MH    :  M*              ML
*  ~      N ML    . N*        M          H:      H                MH        M:    NL
*  ~
                                                                                            ~ J o
    ~
MH        H:        H        H-        H:      H      N*:      M N*  ~
H                  W:      "MH        H:      MH t*
    ~
    ~
M: NH:              H        H        MH      W    :    NH  :  M*  :    M ML    :    N~  :  MH    :    H    :    H  :  NH  :    NH        M:    ML ML    :    M  :    N  :  M*    :    MH  :  M*  :    M      ML      ML :
ML  :  NL    :    M                  M:      ML      ML LL RODS ( 1)            1.45  W/0  U235 L RODS ( 5)            1.95  W/0  U235 ML RODS    (16)        2.55  W/0  U235 M RODS    (19)        3.27  W/0  U235 MH RODS    (13)        4,23  W/0  U235 H RODS    (15)        4.66  W/0  U235 M* RODS    (10)        3.27'W/0    U235 +  5.00 W/0  GD203 W    RODS  ( 2)        INERT WATER ROD igure 4.2        Susquehanna Unit 2 Cycle 3 Enrichment          Distribution for the ANF92-344L-IOG5 XN-2 Fuel Lattice
 
26                                        ANF-87-12 Revi sio A2 C1    A2    C1    A2      C1  A2      C1    DO    C1      A2    Ci  EO    C1    A2 C1 DO    C1    DO    C1      A2  C1      DO    C1    A2      C1    FO  C1    C1    A2 A2 C1    DO    A2    DO      Ci  DO      A2    00    C1  ~  DO    C1  EO    C1    A2 C1 00    A2    DO    Ci      00          00    A2    00      C1    EO  C1    C1    A2 A2 C1    DO    C1    A2      C1  DO      C1    DO    A2      DO    C1  EO    C1    A2 C1 A2    C1    DO    O'I    C1  A2      DO    A2    EO            EO  Ci    C1    A2 A2 C1    00    C1    00      A2  C1      C1    00    C1      EO    C1  EO    C1    A2 C1 00    A2    DO    Ci      DO  C1      EO    C1    EO      C1    00  C1    A2 DO C1    00    A2    00      A2  00      C1    EO    C1      EO    A2  82 C1 A2            DO    A2      EO  C1      EO    C1    C1      C1    A2  A2 A2 Ci    00            DO          EO      C1    EO    C1      A2 C1 EO            80    Ci      EO  C1      DO    A2    A2 EO C1    EO    Ci    EO      C1  EO      C1    82    A2 C1 C1    C1    Ci    C1      C1  C1      A2 A2 A2    A2    A2    A2      A2  A2                        XY = Fuel Type X Burned Y Cycles
      ~Fuel  T e  Ho. of Buouieo              Descri tion A              196          GE  BX8 Type  III 2.19  w/o U 235
                                                                      ~
8                8          GE  BX8 Type  II  1.76 M/o U.235 C'            324          XN. 1 ENC92.3318.7G4 140          XN.2 ANF92.333B.904 E              96          XN.2 ANF92.3338. 10G5 Figure 4.3      Susquehanna  Unit  2  Cycle 3  Reference Core I.eading
 
27                                                                              ANF-87-126 Revision                1 120 110  ~ ~  ~ ~ ~  ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~          ~  ~                                      ~    ~ ~ ~ ~ ~ h    ~ ~ ~ ~ ~ ~    ~ ~ ~ ~ ~  ~ ~      ~ ~ ~ ~          ~ ~
100 APRN SCRAM                                                          re LIN) 90      ~ ~ ~ ~                                                          ~ ~ ~ ~ ~ ~    4  ~ ~ ~ ~ ~ ~    ~
                                                                                                                  ~ ~ ~ ~ ~ ~ ~
                                                                                                                                /e
                                                                                                                                  ~
(r            ~                    ~
APPM                                                                  rr                                      100/v Xe ROD BLOCK:                                                  ~
                                                                                                                  /                                              R00.'        IN 80                                                                    e r r    ~
                                                                                                                                ~ 4        ~          ~ ~ ~ ~ ~ ~ ~ ~ $ ~ ~ ~
                                                                                                                ~
ROO        BiOCK N                                                                                          ~  /                                  ~
MONITOR 70                                                                          '  'r      e
                                                                                //
                    ~    ~                                                                                                              ~      ~
                                                                                                                                ~ ~ ~      ~ ~ ~      ~ ~ ~ ~ ~ ~ ~ ~
                                                                                                                                                                        )  ~
                                                                                            ~
e    /                                          66/45) e 80 I    ~
45K CORE PLOW I
W E  50                                              ~ ~
e e ~ ~ el' 80K R00 LINE 40                                                          ~ ~ ~ 4'        ~  ~          ~    ~ ~ ~    ~ ~
                                                                                                                              ~ ~ 4 ~                        ~      ~ ~ 4 ~
e 30                                e ~ ~ ~ ~ e    ~ ~
P  ~  ~  ~ ~ ~ ~ 'I  ~                                  ~  ~  ~                  ~ ~ ~ ~ ~ 4 ~
20                              ~ e  ~ ~    ~ ~                          ~ ~ ~ ~ ~ ~ ~  ~ ~ ~ ~  ~ ~ ~  ~ ~                                              ~    ~ e NT CIRC                                                    '-PUMP M )N        FL OW; 10                                                          ~    ~ ~
0 0            10              20                30              40                50                  60                70              80                  90        100 CORE FLOW,                                      %        RATED Figure 4.4                    Susquehanna                  Unit.        2    Cycle            3    - Core            Power vs. Core Flow
 
28                            ANF 12''
Revision 2    6  10    14  18  22  26    30  34    38  42 46 50 54 58 59                                                                        59 55                            12  --    00  --    12                  55 51                      20  --  26    --  26    --  20              51 47                  00  --  12  --    08  --    12  -- 00          47 43  -- --    20    --  20                              20    20        43 39  --  12    --    08  --  08  -,-    00  --    08    08 -- 12    39 35  -- --    26                  44          44              26        35 31  --  00    --    04  --  00  --    00  --    00    04 -- 00    31 27  -- --    26                  44          44              26        27 23  --  12    --    08  --  08  -- 00* --      '8        08 -- 12 19  -- --    20    --  20                              20    20        19 15                  00  --  12  --    08  --    12  -- 00 20  --  26    --  26    --  20 12  --    00  --    12 2    6  10    14  18  22  26    30  34    38  42 46 50 54 58 Cycle Exposure                          0.0  HHD/HTU Control    Rod  Density                23.3  %
Control    Rod  Being Withdrawn      =  00*
Rod  Fully Inserted      =, 00 Rod  Fully Withdrawn      =--
Figure 5. 1      Susquehanna Unit 2 Cycle 3 Control Rod Withdrawal Error Analysis Limiting Initial Control Rod Pattern
 
1.60 Note:    The MCPR operating limit shall be the maximum                of 1.60 this curve, the full flow MCPR  operating      limit or    the poorer dependent MCPR operating              limit.
1.40 f4 1.30 O
A 1.80 O
A 1.10 40  50      60          70          80          90          100 TOTAL CORE RECIRCULATION FLOW (% RATED) figure 5.2 Susquehanna Unit 2 Cycle  3 Flow MCPR  Operating Limit
 
Ah
+C"
 
A-1                            ANF-87-126 Revision  1 APPENDIX A U
SINGLE LOOP OPERATION This Appendix provides    limits  and  justification of  those  limits for Single Loop Operation (SLO).
A.l        ANTICIPATED OPERATIONAL OCCURRENCES                      Reference A. 1 The NSSS  supplier has provided analyses which demonstrate the safety of plant operation with a single recirculation loop out of service for an extended V
period of time. These analyses restrict the overall operation of the plant to lower bundle power levels and lower nodal power levels than are allowed. when oth recirculation systems are in oper ation.        The physical interdependence between core power and recirculation flow rate inherently limits the core to less than rated power. ANF fuel was designed to be compatible with the co-resident fuel in thermal hydraulic, nuclear,              and  mechanical    design performance. The ANF methodology has given results which are consistent with those of previous analyses for normal two-loop operation.            Many analyses performed by the NSSS supplier for single loop operation are also applicable to single loop operation with fuel and analyses provided by ANF.
For single loop operation,    the  NSSS  vendor found that an increase of 0.01 in the HCPR safety limit was needed to account for the increased flow measurement uncertainties and increased tip uncertainties associated with single pump operation. ANF has evaluated the effects of the increased flow measurement uncertainties on the safety limit HCPR and found that the NSSS vendor determined increase in the allowed safety limit MCPR is also applicable to ANF fuel during single loop operation. Thus, increasing the safety limit HCPR by 0.01 for single loop operation (1.07) with ANF fuel is sufficiently onservative to also bound the increased flow measurement uncertainties for single loop operation.
 
A-2                              ANF                                                                          Revisio The  limiting  MCPR  operating  limit for single loop operation is conservatively set using the limiting pump seizure accident delta CPR plus the single loop operation HCPR safety limit. This limit together with the. HCPRf curve for two loop operation plus .Ol and the MCPRp curve for two loop operation plus .Ol conservatively  bound  all transients.
The Technical  Specifications require  APRH/LPRH  surveillance to the  left of  the 45%  Constant Flow line and above the 80% Rod Block line.            Based on core hydrodynamic stability analyses        for Cycle 3, operation      at power/flow combinations above and to the left of the line connecting the        66% Power/45%
Flow  and  69%  Power/47%    Flow points  needs  to  be  added to the  APRM/LPRM surveillance requirements.      Figure 4.4 shows the core power versus core flow established for Cycle 3.
 
A-3                            ANF-87-126 Revision 1 A.2        POSTULATED ACCIDENTS                                  Reference A.2 ANF performed  LOCA analyses for single loop conditions and has determined that the MAPLHGR limit curve (Section 7.2) for two-loop operation is also applicable to single loop operation for ANF 9x9 fuels.
 
A-4                              ANF                                                                        Revisio REFERENCES A. 1 "Susquehanna Unit 2 Cycle 2 Single Loop Operation    Analysis," XN-NF      146, Advanced Nuclear Fuels Corporation; Richland,    WA  99352,  November 1986.
A.2  "Susquehanna  LOCA Analysis for Single    Loop  Operation,"  XN-NF-86-125, Advanced Nuclear Fuels Corporation, Richland,  WA 99352, November 1986.
 
B-1                              ANF-87-126 Revision I APPENDIX  B SEISMIC- LOCA EVALUATION The  structural response of Advanced Nuclear Fuels Corporation's (ANF's) 9x9 fuel is similar to the structural response of the GE BxBR fuel it replaces in the Susquehanna Unit 2 core. Therefore, the seismic-LOCA structural response evaluation performed in support of the initial core remains applicable and continues to provide assurance that control blade insertion will not be inhibited following the occurrence of the design basis seismic-LOCA event.
The  physical and structural properties of the 9x9 and the Bx8 fuel types which are important to the dynamic response of the fuel are summarized in Table B. l.
he close agreement between the important parameters for the ANF 9x9 and GE x8R fuel types indicates that the structural response would be very similar for both fuel types.
Similarity in the natural frequencies of the  two  fuel types mentioned above is further assured by the stiffness of the fuel    assembly channel box. Both fuel types use the same fuel assembly channel box, and the channel box dominates the overall dynamic response of the incore fuel. ANF calculations show that approximately 97% of the stiffness of a fuel assembly is attributable to the stiffness of the channel box.        For this reason, the dynamic structural response of the reload core is essentially that of the initial core, and the original seismic-LOCA analysis remains applicable. Deformation of the channel to the point that control blade insertion is inhibited is not predicted to occur.
 
B-2                            ANF                                                                      Revisio TABLE B. 1  COMPARISON OF PHYSICAL AND STRUCTURAL CHARACTERISTICS FOR 8X8 AND 9X9 FUEL ASSEMBLIES Fuel T es
    ~Pro ert                                  ANF  9x9          GE  8x8R Assembly Weight, lbs                        580                600 Number  of Spacers Overall Assembly Length, in                171.29              171.40 Assembly Frequencies,  cps Mode      1                              1.9 2                              3.7 3                              6.5 10.4 5                            15.5 6                            21.9 7                            29.1
*GE proprietary
 
ANF-87-126 Revision 1 Issue Date: 11/25/87 SUS(UEHANNA UNIT 2 CYCLE 3 RELOAD ANALYSIS Design and Safety Analyses Distribution:
D. A. Adkisson D. J. Braun R. E. Collingham L. J. Federico S. F. Gaines R. G. Grummer K. D. Hartley H. J. Hibbard S. E. Jensen T. H. Keheley J. N. Morgan L. A. Nielsen D. F. Richey G. L. Ritter C. J. Volmer J. AD White H. E. Williamson H. G. Shaw/PP8L (20)
Document Control (5)}}

Latest revision as of 17:44, 4 February 2020

Rev 1 to Susquehanna Unit 2 Cycle 3 Reload Analysis Design & Safety Analyses.
ML17146B095
Person / Time
Site: Susquehanna Talen Energy icon.png
Issue date: 11/30/1987
From: Jason White
ADVANCED MEDICAL SYSTEMS, INC.
To:
Shared Package
ML17146B090 List:
References
ANF-87-126, ANF-87-126-R01, ANF-87-126-R1, NUDOCS 8712310158
Download: ML17146B095 (47)


Text

ANF-87-1 26 REVIStON 1 AD~MHCSDo HUCIt.EARFUSM CORPORATION SUSQUEHANNA UNIT 2 CYCLE 3 RELOAD ANALYSIS DESIGN AND SAFETY ANALYSES.

NOVEMBER 1987 ANAFFII.IATEOF KRAFTWERK UNION Q~ KRU 87i2310i58 87i223 0500058]

ADOCK POR ~

ADVANCEDNUCLEARFUELS CORPORATION ANF-87-126 Revision 1 Issue Date: 11/25/87 SUSQUEHANNA UNIT 2 CYCLE 3 RELOAD ANALYSIS Design and Safety Analyses Prepared By:

J. A. White BWR Safety Analysis Licensing and Safety Engineering Fuel Engineering and Technical Services AIIAFFILIATEOF KRAFTWERK UNION Qxsvu

CUSTOMER DISCLAIMER IMPORTANT NOTICE REGARDING CONTENTS AND USE OF THIS DOCUMENT PLEASE READ CAREFULLY Advanced Nuclear Fuels Corporation's warranties and representations con-ceming the subject matter of this document are those set forth in the Agreement between Advanced Nuclear Fuels Corporation and the Customer pursuant to which this document is issued. Accordingly, except as otherwise expressly pro-vided In such Agreement, neither Advanced Nuclear Fuels Corporation nor any person acting on its behalf makes any warranty or representation, expressed or implied, with respect to the accuracy, completeness, or usefulness of the infor-mation contained In this document, or that the use of any information, apparatus, method or process disclosed ln this document will not infringe privately owned rights: or assumes any liabilities with respect to the use of any information, ap-paratus, method or process disclosed in this document.

The information contained herein is for the sole use of Customer.

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XN NF F00.765 (1

ANF-87-126 Revision 1 TABLE OF CONTENTS Section Pacae

1.0 INTRODUCTION

. ~ ..............,....,................................ 1 2.0 FUEL MECHANICAL DESIGN ANALYSIS................................... 2 3.0 THERMAL HYDRAULIC DESIGN ANALYSIS.............. ~.................. 3 3.2 Hydraul i c Characteri zati on........................................ 3 3.2.1 Hydraul i c Compatibility........................................... 3 3.2.3 Fuel Centerline Temperature....................................... 3 3.2.5 Bypass Flowe ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \~~~~~~~~~~~~~~~~~~~~~ ~ ~ ~ ~ ~ ~ ~ 3 3.3 MCPR Fuel Cladding Integrity Safety Limit........... ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ 3 3.3.1 Coolant Thermodynamic Conditions 3 3.3.2 Design Basis Radial Power Distribution. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4

.3.3 Design Basis Local Power Distribution. ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~

4.0 NUCLEAR DESIGN ANALYSIS.. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 5 4.1 Fuel Bundle Nuclear Design Analysis....... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 5 4.2 Core Nuclear Design Analysis ~ ~ ~ ~ ~ ~ ~ 5 4.2.1 Core Configuration....... 5 4.2.2 Core Reactivity Characteristics...,....,.. 6 4.2.4 Core Hydrodynamic Stability..... ~ .

5.0 ANTICIPATED OPERATIONAL OCCURRENCES......, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 7 5.1 Analysis Of Plant Transients At Rated Cond itlons ~ ~ ~ ~ ~ ~ ~ ~ ~ 7 5.2 Analyses For Reduced Flow Operation....... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 7 5.3 Analyses For Reduced Power Operation...... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 8 5.4 ASME Overpressurization Analysis.......... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 8 5.5 Control Rod Withdrawal Error (CRWE) 5.6 Fuel Loading Error........ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 9 5.7 Determination Of Thermal Margins.......... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 9 6.0 POSTULATED ACCIDENTS... 10 6.1 Loss-Of-Coolant Accident....,,...... 10 F 1.1 Break Location Spectrum........ 10

ANF-87-1 Revision TABLE OF CONTENTS (Continued)

Section Pacae 6.1.2 B reak Size Spectrum............................................... 10 6.1.3 H APLHGR Analyses.............................'..................... 10 6.2 Control Rod Drop Accident........,... 11 7.0 TECHNICAL SPECIFICATIONS........ 12 7.1 Limiting Safety System Settings...... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 12 T.1.1 HCPR Fuel Cladding Integrity Safety L imit 12 7.1.2 Steam Dome Pressure Safety Limit 12 7.2 Limiting Conditions For Operation. 12 7.2.1 Average Planar Linear Heat Generation Rate L'imits................. 12 7.2.2 Minimum Critical Power Ratio 1 7.2.3 HGR Llmlts ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ 1 73 Surveillance Requirements...... ..... 14 7.3.1 Scram Insertion Time Surveillance.... 14 7.3.2 Stability Surveillance.......... 14 8.0 METHODOLOGY REFERENCES.......... 15 9.0 ADDITIONAL REFERENCES....... 16 APPENDICES A. SINGLE LOOP OPERATION............. A-1 B. SEISMIC-LOCA EVALUATION....,.................,.........,.......... B-1

ANF-87-126 Revision 1 LIST OF TABLES Table Pacae

4. 1 Neutronic Design Values........................................... 23 B. 1 Comparison Of Physical And Structural Characteristics For 8x8 And 9x9 Fuel Assemblies......................... .. .. . B-2 LIST OF FIGURES Ficiur e Pacae 3.1 Susquehanna Unit 2 Cycle 3 Hydraulic Demand Curve Power vs. Flow.... 17 3.2 Susquehanna Unit 2 Cycle 3 Design Basis Radial Power.............. 18 3.3 Design Basis Local Power Distribution - ANF XN-2 9x9 Fuel......... 19 Design Basis Local Power Distribution - ANF XN-1 9x9 Fuel......... 20 3.5 Design Basis Local Power Distribution - GE 8x8R (Central)

Fuel. 21 3.6 Design Basis Local Power Distribution - GE (Peripheral) 8x8R Fuel.......... ~ ~ 0 ~ ~ ~ ~ ~ ~ ...... 22 4.1 Susquehanna Unit 2 Cycle 3 Enrichment Distribution For ANF92-344L-9G4 XN-2 Fuel Lattice. 24 4.2 Susquehanna Unit 2 Cycle 3 Enrichment Distribution For ANF92-344L-10G5 XN-2 Fuel Lattice. ~ ~ ~ ~ ~ ~ ~ ~ 25 4.3 Susquehanna Unit 2 Cycle 3 Reference Core Loading Plan... ~ ~ ~ ~ ~ ~ ~ ~ ~ 26 4.4 Susquehanna Unit 2 Cycle 3 - Core Power vs. Core Flow...... 27 5.1 Susquehanna Unit 2 Cycle 3 Control Rod Withdrawal Error Analysis Limiting Initial Control Rod Pattern.. 28 5.2 Susquehanna Unit 2 Cycle 3 Flow MCPR Operating Limit....... 29

~

fj

ANF-87-126 Revision 1

1.0 INTRODUCTION

This report provides the results of the analyses performed by Advanced Nuclear Fuels Corporation (ANF)* in support of the Cycle 3 reload for Susquehanna Unit 2, which is scheduled to commence operation in the spring of 1988. This report is intended to be used in conjunction with ANF topical report

~XN-Np- -191 A, 91 4, R 11 1, Nppti 1 1 1 1 N Company Methodology to BWR Reloads," which describes the analyses performed in support of this reload, identifies the methodology used for those analyses, and provides a generic reference list. However, LHGR mechanical design limits (Reference 9. 1) and plant transient simulation model developments (Reference 9.141 b 1 dbyANF b 4 t NRN P 1 F~F-Volume 4, Revi'sion 1. Both References 9. 1 and 9.2 have been approved by the NRC for use in referencing in license applications. Section numbers in this 9 t 1 9 dtd tt b 1 X-N- - fNJ, olume 4, Revision 1.

The Susquehanna Unit 2 Cycle 3 core will comprise a total of 764 fuel assemblies, including 236 unirradiated ANF XN-2 9x9 assemblies, 324 irradiated ANF XN-1 9x9 assemblies, 112 irradiated General Electric 8x8R fuel assemblies (central region), and 92 irradiated GE 8x8R assemblies in the peripheral region. The reference core configuration is described in Section 4.2.

The design and safety analyses reported in this document were based on the design and operational assumptions in effect for Susquehanna Unit 2 during the previous operating cycle. Additional information and the results of design studies covering the development of 9x9 fuel assemblies for BWR reloads are contained in Reference 9.3.

f ANF-87-126 Revision 1 2.0 FUEL MECHANICAL DESIGN ANALYSIS Applicable ANF Fuel Design Report: Reference 9. 1 To assure that the expected power history for the fuels to be irradiated during Cycle 3 of Susquehanna Unit 2 is bounded by the assumed power history in the fuel mechanical design analysis, LHGR operating limits (Figure 3.3 of Reference 9. 1) have been specified. In addition, an LHGR transient operating'imit for Anticipated Operating Occurrences (Figure 3.4 of Reference 9. 1) has been specified for ANF 9x9 fuel. Additional information on rod bow, as requested in the NRC's safety evaluation report for Reference 9. 1, has been transmitted in Reference 9.4.

ANF-87-126 Revision 1 3.0 THERMAL HYDRAULIC DESIGN ANALYSIS 3.2 H draul i c Char aeter i zat i on 3.2.1 H draulic Com atibilit Component hydraulic resistances for the constituent fuel types in the Susquehanna Unit 2 Cycle 3 core have been determined in single phase flow tests of full scale assemblies. Figure 3. 1 shows the hydraulic demand curves for ANF 9x9 fuel and GE 8x8R fuel in the Susquehanna Unit 2 core. The similar hydraulic performance indicates compatibility for co-residence in 'he Susquehanna Unit 2 core.

3.2 '

~ ~ Fuel Centerline Tem erature Applicable Generic Report Reference 9. 1

.2.2 ~21 Calculated Bypass Flow Fraction 10.1%

at 104% Power/100% Flow 3.3 MCPR Fuel Claddin Inte rit Safet Limit Safety Limit MCPR = 1.06 3.3.1 Coolant Thermod namic Condition Rated Thermal Power 3293 Mwt Feedwater Flowrate (at SLMCPR) 16. 1 Mlbm/hr Core Pressure (at SLMCPR) 1042.9 psia Feedwater Temperature 383'F

ANF-87-1 Revision 3.3.2 Desi n Basis Radial Power Distribution See Figure 3.2 3.3.3 Desi n Basis Local Power Distribution See Figures 3.3 through 3.6

ANF-87-126 Revision 1 4.0 NUCLEAR DESIGN ANALYSIS 4.1 Fue Bund e Nuclea Desi n Anal sis Assembly Average Enrichment 3. 33%

Radial Enrichment Distribution Figure 4. 1 and 4.2 Axial Enrichment Distribution Uniform 3.44%

with 6" natural uranium top blanket Burnable Poisons Figure 4. 1 and 4.2 Note: Burnabl e poi sons are distributed uniformly over the enriched length of the designated rods. The natural urania axial blanket sections do not contain burnable absorber material.

Non-Fueled Rods Figure 4.1 and 4.2 Neutronic Design Parameters Table 4. 1 4.2 Core Nuclear Desi n Anal sis';2.

1 Core Confi oration Figure 4.3 Core Exposure at EOC2, HWd/HTU 18350.7 Core Exposure at BOC3, MWd/HTU 10911.2 Core Exposure at EOC3, HWd/MTU 21740.8 Maximum Cycle 3 Licensing Exposure Limit, HWd/MTU 22076

ANF-87-12 Revision 4.2.2 ore Reactiv't Characteris ics BOC Cold K-effective, All Rods Out 1.11353 BOC Cold K-effective, Strongest Rod Out 0.98524 Reactivity Defect (R-Value) 0.00% rho Standby Liquid Control System Reactivity, Cold Conditions, 660 ppm 0.98348 I

4.2.4 Core H drod namic Stabilit Power/flow Map Figure 4.4 Power Flow State Points Deca Ratio COTRA 64/42* 0.82 69/47** 0.75 66/45** 0.75

  • Two pump minimum flow - APRN Rod Block intercept point. Extended operation at lower flow is not allowed by Technical Specifications.
    • Operation at less than 45% flow requires APRH/LPRN surveillance. In addition, operation at power/flow, combinations above and to the left of the line connecting these two points requires APRH/LPRtl surveillance. See Figbre 4.4.

ANF-87-126 Revision 1 5.0 ANTICIPATED OPERATIONAL OCCURRENCES Applicable Generic Transient Analysis Methodology Report References 9.5 5 9.7 5.1 Anal sis Of Plant Transients At Rated Conditions Reference 9.6 Limiting Transient(s): Load Rejection Without Bypass (LRWB)

Feedwater Controller Failure (FWCF)

Loss of Feedwater Heating (LFWH)

% Rated  % Rated Maximum Maximum Maximum Pressure Del ta Event Power* Flow Heat Flux Power ,

I

~aia CPR** Model LRWB 100% 100% 116.2% 267% 1194 0.24 COTRANSA/

XCOBRA-T FWCF 100% 100% 1 16. 8% 233% 1179 0.23 COTRANSA/

XCOBRA-T LFWH 100% 100% 121 '% 123% 1078 0.16 PTSBWR3/

XCOBRA Single Loop Operation: Appendix A 5.2 Anal ses For Reduced Flow 0 eration Reference 9.6 Limiting Transient(s): Recirculation Flow Increase Transient (RFIT)

  • 104% power used in analysis as design bases.
    • Delta-CPR results for most limiting fuel type.

ANF-87-1 Revision 5.3 Anal ses For Reduced Power 0 eration Reference 9.6 Limiting Transient(s): Feedwater Controller Failure (FWCF)

Delta CPR

% Power Transient ANF 9x9 GE 8x8R 104 FWCF 0.23 0.20 80 FWCF 0.25 0.23 65 FWCF 0.28 0.26 40 FWCF 0.31 0.28 5.4 ASME Over ressurization Anal sis Reference 9.6 Limiting Event Full MSIV Isolation Worst Single Failure Direct Sera Maximum Pressure 1297 psig Maximum Steam Dome Pressure 1281 psig 5.5 Control Rod Withdrawal Error CRWE Starting Control Rod Pattern for Analysis Figure 5.1 100% Flow Distance Withdrawn Delta Rod Block Settin ~ft CPR 105 4.0 0.22 106* 4.5 0.24 107 5.0 0.26 108* 5.0 0.26

  • Rod Block Monitor settings recommended for Cycle 3 operation.

ANF-87-126 Revision 1 5.6 Fuel Loadin Error Maximum Delta CPR 0.16 5.7 Determination Of Thermal Har ins Summary of Thermal Margin Requirements Event Power Flow Delta CPR* MCPR Limit LRWB 1P0%** 100% 0.24 1.30 FWCF 1PP%** 100% 0.23 1.29 LFWH 1PP%9c* 100% 0.16 1.22 CRWE 100% 100% 0.24 at 106% RBH 1.30 0.26 at 108% RBM 1.32 HCPR Operating Limits at Rated Conditions MCPR 0 eratin Limit 1.30 at 106% RBM 1.32 at 108% RBM Reduced Flow MCPR Limits Figure 5.2 Power Dependent HCPR Operating Limit Results for Cycle 3:

Limiting Transient ANF 9x9 GE 8x8R 100*+/100 LRWB 1.30 1.27 80/100 FWCF 1.31 1.29 65/100 FWCF 1.34 1.32 40/100 FWCF 1.37 1.34

,i

  • Delta CPR results for most limiting fuel type.
    • 104% power used in analysis as design bases.

10 ANF-87-126 Revi si on 1 6.0 POSTULATED ACCIDENTS 6.1 Loss-Of-Coolant Accident Sei smi c- LOCA: Appendix B

6. 1. 1 Break Location S ectrum Reference 9.8
6. 1.2 Break Size S ectrum Reference 9.8
6. 1.3 MAPLHGR Anal ses ANF 9x9 Fuel Reference 9.9 Limiting Break: Double-ended guillotine pipe break Recirculation pump discharge line 0.4 Discharge Coefficient

~F Bundle Average Peak Clad Peak Local Exposure MAPLHGR Temperature* MWR**

GWD MTU ~kw ft ~Percent 0 10.2 2060 3.9 5 10.2 2069 3.7 10 10.2 2121 3.7 15 10.2 2140 4.8 20 10.2 2147 5.2 25 9.6 2016 2.7 30 8.9 1839 1.0 35 8.2 1752 0.7 40 7.5 1676 0.5

  • Peak clad temperatures for XN-1 and XN-2 fuel are bounded by these results.
    • Metal Water Reaction.

ll ANF-87-1 Revision 6.2 Control Rod Dro Accident Section 8.0 Dropped Control Rod Worth, mk 13.5 Doppler Coefficient, 1/k dk/dT -10.6 x(10) 6 Effective Delayed Neutron Fraction 0.0058 Four-Bundle Local Peaking Factor 1.34 maximum Deposited Fuel Rod Enthalpy, cal/gm 205 Number of Rods Exceeding 170 cal/gm (250

12 ANF-87-126 Revision 1 7.0 TECHNICAL SPECIFICATIONS 7.1 Limitin Safet S stem Settin s 7.1.1 MCPR Fuel Claddin Inte rit Safet Limit MCPR Safety Limit 1.06

7. 1.2 Steam Dome Pressure Safet Limit Pressure Safety Limit (as measured in steam dome) 1325 psig Analysis shows that a steam dome pressure safety limit of 1358 psig is allowed but the 1325 psig value used in Cycle 2 is to be conservatively retained.

7.2 Limitin Conditions For 0 er ation 7.2. 1 Avera e Planar Linear Heat Generation Rate Limits Bundle Average Exposure MAPLHGR Limits kw ft GWD MT ANF 9x9 Fuel 0 10.2 5 10.2 10 10.2 15 10.2 20 10.2 25 9.6 30 8.9 35 8.2 40 7.5

13 ANF-87-1 Revision 7.2.2 Minimum Critical Power Ratio MCPR Operating Limits at Rated Conditions:

MCPR 0 eratin Limit 1.30 at 106% RBM 1.32 at 108% RBM MCPR Operating Limits at Off-Rated Conditions:

At Reduced Flow Figure 5.2 Total Core Reduced Flow Recirculation Flow MCPR

% Rated 0 eratin Limit 100 1.12 96 1.14 92 1.16 83 1,20 76 1.23 60 1.31 50 1.44 40 1.61 At Reduced Power Reduced Power Power Level MCPR

% Rated 0 eratin Limit 100* 1.30 80 1.31 65 1.34 40 1.37

  • 104% power used in analysis as design bases.

ANF-87-126 Revision I 7.2.3 LHGR Limits LHGR Limits Figures 3.3 and 3.4 of Reference 9. 1 7.3 Surveillance Re uirements 7.3.1 Scram Insertion Time Surveillance Thermal limits established in Section 5.0 are based on minimum acceptable scram insertion performance as defined in the Technical Specifications. No additional surveillance for scram insertion is required for validation of thermal limits.

.3.2

~ ~ Stabilit Surveillance Power/Flow Map Figure 4.4 The Unit 2 Cycle 2 Technical Specifications require APRM/LPRM surveillance to the left of the 45% Constant Flow line and above the 80% Rod Block line.

Based on core hydrodynamic stability analyses, operation at power/flow combinations above and to the left of the line connecting the 66% Power/45%

Flow and 69% Power/47% Flow points but below the APRM Rod Block line needs to be added to the APRM/LPRM surveillance requirement (see Section 4.2.4).

15 ANF-87-126 Revision 1 8.0 METHODOLOGY REFERENCES See XN-NF-80-19(P)(A), Volume 4, Revision 1 for complete bibliography.

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6 44

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16 ANF-87-126 Revision 1 9.0 ADDITIONAL REFERENCES

9. 1

~X---F,R.X,Addll "Generic Mechanical Design Washington, September 4, 1986.

for Exxon Nuclear 1

Jet FXCF Pump BWR l,lhhlFuel,"

Reload d,

9.2 "Exxon Nuclear Methodology for Boiling Water Reactors, THERMEX: Thermal 111<<N hd1 d P Revision 2, Advanced Nuclear Fuels Corporation, Richland, Washington, January, 1987.

9.3 "Demonstration of 9x9 Assemblies for BWRs," EPRI NP-3468, Electric Power Research Institute, Palo Alto, California, Hay 1, 1984.

9.4 Letter, G. N. Ward (ANF) to G. C. Lainas (NRC), "Additional Information on Rod Bow," serial no. GNW:021:87, dated March 11, 1987.

9.5

~h-p--,h "Exxon Nuclear Plant Transient 11 X,AddN1F1C Washington, November 16, 1981.

Methodology for Boiling Reactors,"

l,ltlhl Water d,

9.6

~ "Susquehanna Unit 2 Cycle 3 Plant Transient Analysis," ANF 125, Rev. 2,

~ Advanced Nuclear Fuels Corporation, Richland, Washington, November 1987.

i,"X~,

~

9.7 "XCOBRA-T:

A 2,

1 Advanced A Computer Nuclear Code Fuels for 1 >>d BWR Corporation, Transient Thermal-Hydraulic Core Richland, Washington, February 1987.

9 8

~ "Generic LOCA Break Spectrum Analysis BWR 3 8 4 with Hodified Low Pressure Coolant Injection Logic Using the EXEH Evaluation Model," XN-NF-

~84-117 P, Advanced Nuclear Fuels Corporation, Richland, Washington, December 1984.

9.9 "Susquehanna LOCA-ECCS Analysis HAPLHGR Results for ENC 9x9 Fuel," XN-NF-86-65, Advanced Nuclear Fuels Corporation, Richland, Washington, May 1986.

9. 10 "Principal Reload Fuel Design Parameters, Fuel Design, Susquehanna Unit 2 Reload XN-2," XN-NF-1058, Advanced Nuclear Fuels Corporation, Richland, Washington, March 1987, Formerly Exxon Nuclear Company.

Advanced Nuclear Fuels 9x9 0~)

General Electric O~ 8x8R I

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CO 100.00 . 105.00 TIO.OO 115.M 120.00 125.00 QO.M Q5.M 140.00 %5.00 150.00 Assembly Flow Rate, KLB/HR Figure 3. 1 Susquehanna Unit 2 Cycle 3 Hydraulic Oemand Curve Power vs. Flow

80 70 60 50 00 C)

CL So 20 10 0

0 0.2 0.0 0.6 0.8 1 1.2 RRDIFIL POHER PERKING Figure 3.2 Susquehanna 2 Cycle 3 Oesign Basis Radial Power

19 ANF-87-126 Revision 1

  • ~
0.88  : 0.91  : 0.96  : 1.04  : 1.02  : 1.04  : 0.96  : 1.00 : 0.96  :
  • ~
  • ~
0.91  : 0.93  : 0.98 : 1.07  : 0.91  : 1.07  : 0.97  : 1.04 : 1.01
  • ~
  • ~

0.96  : 0.98  : 0.90 : 1.04  : 1.03  : 1.04  : 1.04  : 0.99 : 0.96  :

  • ~

1.04 : 1.07  : 1.04 : 1.00  : 0.99 : 1,00  : 1.05 : 0.94 : 1.04

  • ~
  • : 1.02 : 0.91  : 1.03 0.99  : 0.00 : 0.98 : 1.05 : 1.07 : 1.04
  • ~
  • ~

1.04 : 1.07  : 1.04 : 1.00  : 0.98 : 0.00 : 1.03 : 0.94 : 1.05

  • ~
0.96 : 0 '7  : 1 '4 : 1.05  : 1.05 : 1.03 : 1.06 : 1.00 : 0,97 1.00 : 1.04  : 0.99 : 0,94  : 1.07 : 0.94 : 1.00 : 0.94 1.01 0.96 : 1.01  : 0.96 : 1.04  : 1.04 : 1.05 : 0.97 : 1.01 0.97 Figure 3.3 Design Basis Local Power Distribution Advanced Nuclear Fuels XN-2 9X9 Fuel

20 ANF-87-1 Revisio

  • ~
  • ~

0.91  : 0.92  : 0.95 : 1.01  : 1.01 : 1.01 : 0.96 : 0.98  : 0.95

  • ~
  • ~

0.92  : 0.94  : 0.98 : 0.97  ; 1.05 : 0.95 : 0.99 : 0. 95 : 0.98

  • ~
  • ~
  • ~

0.95  : 0.98  : 0,93 : 1.06  : 1.05 : 1.06 : 1.05 : 0. 97 : 0.96

  • ~
  • ~

1.01  : 0.97  : 1,06 : 1.03  : 1,03 : 1.04 : 1.07 : 1. 06 : 1.02

  • ~
  • ~

1.01  : F 05  : 1.05 : 1.03  : 0.00 : 1.01 : 1.07 : 1.06  : 1.01 1 01 ' 95 1.06 : 1.04  : 1.01 : 0 00 F  : 1.04 : 0.96  : 1.02 0.96  : 0.99 1.05 : 1.07  : 1.07 : 1.04 : 1.06 : 1. 00 : 0.96 0.98  : 0.95  : 0.97 : 1.06 : 1.06 : 0.96 1.00 : 0.95  : 0.98 0.95  : 0.98  : 0.96 : 1.02 : 1.01 : 1.02 : 0.96 : 0.98  : 0.96 Figure 3.4 Design Basis Local Power Distribution Advanced Nuclear Fuels XN-1 9X9 Fuel

21 ANF-87-126 Revision 1

  • ~

1.03  : 1.00  : 1.00  : 1.00  : F 00 : 1.00  : 1.01  : 1.03

  • ~
  • ~
  • : 1.00 : 0.98  : 1.00 1.02  : 1.02 : 1.03  : 1.00  : 1.01
  • ~
  • ~
  • : 1.00 1.00  : 1.01 : 1.01  : 1.01 : 0.90 : 1.03  : 1.00  :
  • ~
  • ~
  • : 1.00 : 1.02 1.01 : 0.89  : 0.00 : 1.01 : 1.02 : 1.00
  • ~
  • ~
  • : 1.00 1.02 1.01 : 0.00  : 0.89 : 1.01 : 0.99 : 1.00
  • ~
  • ~
  • : 1.00 1.03  : 0.90 1.01  : 1.01 : 0.98 : 1.00 : 1.00
  • ~

1.01 : 1.00  : 1.03 : 1.02 0.99 : 1.00 : 0.98 : 1.00 1.03 : 1.01  : 1.00 : 1.00  : 1.00 1.00 : 1.00 : 1.03 Figure 3.5 Design Basis Local Power Distribution General Electric (Central) SXSR Fuel

22 ANF 'evisio

  • ~

1.00 : 1,00  : 1.00  : 1.00  : 1.00 : 1.00  : 1.00 : 1.00 :

  • ~

0

  • ~

1.00 : 1.00  : 1.00  : 1.00  : 1.00 : 1.00  : 1.00 : 1.00 :

  • ~
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  • 100 1.00  ; 1.00  : 1.00  : 1.00 : 1.00  : 1.00 : 1.00 :
  • ~
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  • : 1.00 : 1.00 1.00  : 1.00  : 0.00 : 1.00  : 1.00 1.00 :
  • ~

1.00 : 1.00  : 1.00  : 0.00  : 1.00 : 1.00  : 1.00 1.00

  • 100 1.00  : 1.00  : 1.00 1.00 : 1.00  : 1.00 : 1.00
  • ~

1.00 : 1.00  : 1.00  : 1.00  : 1.00 : 1.00  : 1.00 : 1.00 :

1.00 : 1.00  : 1.00  : 1.00  : 1.00 : 1.00  : 1.00 : 1.00 Figure 3.6 Design Basis Local Power Distribution General Electric (Peripheral) SXSR Fuel

23 ANF-87-126 Revision 1 TABLE 4. 1 NEUTRONIC DESIGN VALUES Fuel Pellet Reference 9.10 Fuel Rod Reference 9.10 Fuel Assembl Reference 9.10 Core Data Number of fuel assemblies '64 Rated thermal power, HW 3293 Rated core flow, Hlbm/hr 100 Core inlet subcooling, Btu/ibm 24.0 Hoderator temperature, F 548.8 Channel thickness, inch .080 Fuel assembly pitch, inch 6.00 Wide water gap thickness, inch 0.562 Narrow water gap thickness, inch 0.562 Control Rod Data Absorber material B4C Total blade span, inch 9.75 Total blade support span, inch 1.58 Blade thickness, inch 0.260 Blade face,-to-face internal dimension, inch 0.200 Absorber rods per blade 76 Absorber rod outside diameter, inch 0.188 Absorber rod inside diameter, inch 0.138 Absorber density, % of theoretical 70.0

24 ANF-87-126 Revision

  • : LL  : L  : HL  : M  : N H  : HL  : HL HL M  : MH  : N* HH N* ' HL

~ 4

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HL M ". H* H: H O': HH H: HL H: HH:

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H: H: H H: H M H  : N*  : H  : H  : W  : HH  : H  : HH

'A' N: MH: H H NH W: MH H*

~

HL  : H*  : MH  : H H MH  : MH HL HL  : H  : H  : M~ MH  : H*  : M ML ML L  : HL  : HL  : H M: HL: HL-: L LL RODS ( 1) 1.45 W/0 U235 L RODS ( 5) 1.95 W/0 U235 HL RODS (16) 2.55 W/0 U235 H RODS (20) 3.27 W/0 U235 MH RODS (13) 4.23 W/0 U235 H RODS (15) 4.66 W/0 U235 H* RODS ( 9) 3.27 W/0 U235 + 4.00 W/0 GD203 W RODS ( 2) INERT WATER ROD Figure 4. 1 Susquehanna Unit 2 Cycle 3 Enrichment Distribution for the ANF92-344L-9G4 Xi4-2 Fuel Lattice

                          • 9: * **********

0 25 ANF-87-126 Revision 1

  • ~

LL o L: \

ML M ML NL L

  • ~
  • ~

ML NH  : M*  : MH  : M* ML

  • ~ N ML . N* M H: H MH M: NL
  • ~

~ J o

~

MH H: H H- H: H N*: M N* ~

H W: "MH H: MH t*

~

~

M: NH: H H MH W  : NH  : M*  : M ML  : N~  : MH  : H  : H  : NH  : NH M: ML ML  : M  : N  : M*  : MH  : M*  : M ML ML :

ML  : NL  : M M: ML ML LL RODS ( 1) 1.45 W/0 U235 L RODS ( 5) 1.95 W/0 U235 ML RODS (16) 2.55 W/0 U235 M RODS (19) 3.27 W/0 U235 MH RODS (13) 4,23 W/0 U235 H RODS (15) 4.66 W/0 U235 M* RODS (10) 3.27'W/0 U235 + 5.00 W/0 GD203 W RODS ( 2) INERT WATER ROD igure 4.2 Susquehanna Unit 2 Cycle 3 Enrichment Distribution for the ANF92-344L-IOG5 XN-2 Fuel Lattice

26 ANF-87-12 Revi sio A2 C1 A2 C1 A2 C1 A2 C1 DO C1 A2 Ci EO C1 A2 C1 DO C1 DO C1 A2 C1 DO C1 A2 C1 FO C1 C1 A2 A2 C1 DO A2 DO Ci DO A2 00 C1 ~ DO C1 EO C1 A2 C1 00 A2 DO Ci 00 00 A2 00 C1 EO C1 C1 A2 A2 C1 DO C1 A2 C1 DO C1 DO A2 DO C1 EO C1 A2 C1 A2 C1 DO O'I C1 A2 DO A2 EO EO Ci C1 A2 A2 C1 00 C1 00 A2 C1 C1 00 C1 EO C1 EO C1 A2 C1 00 A2 DO Ci DO C1 EO C1 EO C1 00 C1 A2 DO C1 00 A2 00 A2 00 C1 EO C1 EO A2 82 C1 A2 DO A2 EO C1 EO C1 C1 C1 A2 A2 A2 Ci 00 DO EO C1 EO C1 A2 C1 EO 80 Ci EO C1 DO A2 A2 EO C1 EO Ci EO C1 EO C1 82 A2 C1 C1 C1 Ci C1 C1 C1 A2 A2 A2 A2 A2 A2 A2 A2 XY = Fuel Type X Burned Y Cycles

~Fuel T e Ho. of Buouieo Descri tion A 196 GE BX8 Type III 2.19 w/o U 235

~

8 8 GE BX8 Type II 1.76 M/o U.235 C' 324 XN. 1 ENC92.3318.7G4 140 XN.2 ANF92.333B.904 E 96 XN.2 ANF92.3338. 10G5 Figure 4.3 Susquehanna Unit 2 Cycle 3 Reference Core I.eading

27 ANF-87-126 Revision 1 120 110 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ h ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

100 APRN SCRAM re LIN) 90 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 ~ ~ ~ ~ ~ ~ ~

~ ~ ~ ~ ~ ~ ~

/e

~

(r ~ ~

APPM rr 100/v Xe ROD BLOCK: ~

/ R00.' IN 80 e r r ~

~ 4 ~ ~ ~ ~ ~ ~ ~ ~ ~ $ ~ ~ ~

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MONITOR 70 ' 'r e

//

~ ~ ~ ~

~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

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e / 66/45) e 80 I ~

45K CORE PLOW I

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e e ~ ~ el' 80K R00 LINE 40 ~ ~ ~ 4' ~ ~ ~ ~ ~ ~ ~ ~

~ ~ 4 ~ ~ ~ ~ 4 ~

e 30 e ~ ~ ~ ~ e ~ ~

P ~ ~ ~ ~ ~ ~ 'I ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 ~

20 ~ e ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ e NT CIRC '-PUMP M )N FL OW; 10 ~ ~ ~

0 0 10 20 30 40 50 60 70 80 90 100 CORE FLOW,  % RATED Figure 4.4 Susquehanna Unit. 2 Cycle 3 - Core Power vs. Core Flow

28 ANF 12

Revision 2 6 10 14 18 22 26 30 34 38 42 46 50 54 58 59 59 55 12 -- 00 -- 12 55 51 20 -- 26 -- 26 -- 20 51 47 00 -- 12 -- 08 -- 12 -- 00 47 43 -- -- 20 -- 20 20 20 43 39 -- 12 -- 08 -- 08 -,- 00 -- 08 08 -- 12 39 35 -- -- 26 44 44 26 35 31 -- 00 -- 04 -- 00 -- 00 -- 00 04 -- 00 31 27 -- -- 26 44 44 26 27 23 -- 12 -- 08 -- 08 -- 00* -- '8 08 -- 12 19 -- -- 20 -- 20 20 20 19 15 00 -- 12 -- 08 -- 12 -- 00 20 -- 26 -- 26 -- 20 12 -- 00 -- 12 2 6 10 14 18 22 26 30 34 38 42 46 50 54 58 Cycle Exposure 0.0 HHD/HTU Control Rod Density 23.3  %

Control Rod Being Withdrawn = 00*

Rod Fully Inserted =, 00 Rod Fully Withdrawn =--

Figure 5. 1 Susquehanna Unit 2 Cycle 3 Control Rod Withdrawal Error Analysis Limiting Initial Control Rod Pattern

1.60 Note: The MCPR operating limit shall be the maximum of 1.60 this curve, the full flow MCPR operating limit or the poorer dependent MCPR operating limit.

1.40 f4 1.30 O

A 1.80 O

A 1.10 40 50 60 70 80 90 100 TOTAL CORE RECIRCULATION FLOW (% RATED) figure 5.2 Susquehanna Unit 2 Cycle 3 Flow MCPR Operating Limit

Ah

+C"

A-1 ANF-87-126 Revision 1 APPENDIX A U

SINGLE LOOP OPERATION This Appendix provides limits and justification of those limits for Single Loop Operation (SLO).

A.l ANTICIPATED OPERATIONAL OCCURRENCES Reference A. 1 The NSSS supplier has provided analyses which demonstrate the safety of plant operation with a single recirculation loop out of service for an extended V

period of time. These analyses restrict the overall operation of the plant to lower bundle power levels and lower nodal power levels than are allowed. when oth recirculation systems are in oper ation. The physical interdependence between core power and recirculation flow rate inherently limits the core to less than rated power. ANF fuel was designed to be compatible with the co-resident fuel in thermal hydraulic, nuclear, and mechanical design performance. The ANF methodology has given results which are consistent with those of previous analyses for normal two-loop operation. Many analyses performed by the NSSS supplier for single loop operation are also applicable to single loop operation with fuel and analyses provided by ANF.

For single loop operation, the NSSS vendor found that an increase of 0.01 in the HCPR safety limit was needed to account for the increased flow measurement uncertainties and increased tip uncertainties associated with single pump operation. ANF has evaluated the effects of the increased flow measurement uncertainties on the safety limit HCPR and found that the NSSS vendor determined increase in the allowed safety limit MCPR is also applicable to ANF fuel during single loop operation. Thus, increasing the safety limit HCPR by 0.01 for single loop operation (1.07) with ANF fuel is sufficiently onservative to also bound the increased flow measurement uncertainties for single loop operation.

A-2 ANF Revisio The limiting MCPR operating limit for single loop operation is conservatively set using the limiting pump seizure accident delta CPR plus the single loop operation HCPR safety limit. This limit together with the. HCPRf curve for two loop operation plus .Ol and the MCPRp curve for two loop operation plus .Ol conservatively bound all transients.

The Technical Specifications require APRH/LPRH surveillance to the left of the 45% Constant Flow line and above the 80% Rod Block line. Based on core hydrodynamic stability analyses for Cycle 3, operation at power/flow combinations above and to the left of the line connecting the 66% Power/45%

Flow and 69% Power/47% Flow points needs to be added to the APRM/LPRM surveillance requirements. Figure 4.4 shows the core power versus core flow established for Cycle 3.

A-3 ANF-87-126 Revision 1 A.2 POSTULATED ACCIDENTS Reference A.2 ANF performed LOCA analyses for single loop conditions and has determined that the MAPLHGR limit curve (Section 7.2) for two-loop operation is also applicable to single loop operation for ANF 9x9 fuels.

A-4 ANF Revisio REFERENCES A. 1 "Susquehanna Unit 2 Cycle 2 Single Loop Operation Analysis," XN-NF 146, Advanced Nuclear Fuels Corporation; Richland, WA 99352, November 1986.

A.2 "Susquehanna LOCA Analysis for Single Loop Operation," XN-NF-86-125, Advanced Nuclear Fuels Corporation, Richland, WA 99352, November 1986.

B-1 ANF-87-126 Revision I APPENDIX B SEISMIC- LOCA EVALUATION The structural response of Advanced Nuclear Fuels Corporation's (ANF's) 9x9 fuel is similar to the structural response of the GE BxBR fuel it replaces in the Susquehanna Unit 2 core. Therefore, the seismic-LOCA structural response evaluation performed in support of the initial core remains applicable and continues to provide assurance that control blade insertion will not be inhibited following the occurrence of the design basis seismic-LOCA event.

The physical and structural properties of the 9x9 and the Bx8 fuel types which are important to the dynamic response of the fuel are summarized in Table B. l.

he close agreement between the important parameters for the ANF 9x9 and GE x8R fuel types indicates that the structural response would be very similar for both fuel types.

Similarity in the natural frequencies of the two fuel types mentioned above is further assured by the stiffness of the fuel assembly channel box. Both fuel types use the same fuel assembly channel box, and the channel box dominates the overall dynamic response of the incore fuel. ANF calculations show that approximately 97% of the stiffness of a fuel assembly is attributable to the stiffness of the channel box. For this reason, the dynamic structural response of the reload core is essentially that of the initial core, and the original seismic-LOCA analysis remains applicable. Deformation of the channel to the point that control blade insertion is inhibited is not predicted to occur.

B-2 ANF Revisio TABLE B. 1 COMPARISON OF PHYSICAL AND STRUCTURAL CHARACTERISTICS FOR 8X8 AND 9X9 FUEL ASSEMBLIES Fuel T es

~Pro ert ANF 9x9 GE 8x8R Assembly Weight, lbs 580 600 Number of Spacers Overall Assembly Length, in 171.29 171.40 Assembly Frequencies, cps Mode 1 1.9 2 3.7 3 6.5 10.4 5 15.5 6 21.9 7 29.1

  • GE proprietary

ANF-87-126 Revision 1 Issue Date: 11/25/87 SUS(UEHANNA UNIT 2 CYCLE 3 RELOAD ANALYSIS Design and Safety Analyses Distribution:

D. A. Adkisson D. J. Braun R. E. Collingham L. J. Federico S. F. Gaines R. G. Grummer K. D. Hartley H. J. Hibbard S. E. Jensen T. H. Keheley J. N. Morgan L. A. Nielsen D. F. Richey G. L. Ritter C. J. Volmer J. AD White H. E. Williamson H. G. Shaw/PP8L (20)

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